Woo, H.J.; Lee, J.-H.; Kang, J., and Choi, J.U., 2018. Sedimentary processes of barrier-lagoon system in the Nakdong river estuary, Busan, South Korea. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1–5. Coconut Creek (Florida), ISSN 0749-0208.

The Nakdong River Estuary on the southeastern coast of the Korean Peninsula is enclosed by two large estuarine dams, one constructed in 1934, and one between 1983 and 1987. The estuary has been characterized as a barrierlagoon system with various subenvironments and micro-tidal ecosystem and a mean tidal range of 1.07 m. The monitoring short-term sedimentation rates and suspended sediment characteristics were investigated to understand sedimentary processes in the barrier-lagoon system of the Nakdong River Estuary. The surface sediments generally showed sand sediment was dominated along the seaward side of the barrier islands and muddy sand sediment was dominated within the lagoon. The short-term sedimentation rates for a year showed that deposition dominated the tidal flats between the mainland and Jinudo (JW-line) and the mainland and Sinjado (SJ-line), with net deposition rates of 10.09 and 12.38 mm/year, respectively. Erosion dominated the tidal flat for two years at the southern end of Eulsukdo (ES-line), which is located on the eastern side of the system, at an annual rate of −12.76 mm/year. Four 12.5-hour anchoring surveys conducted at the inlets and channel revealed that net suspended sediments were transported to the open sea during a tidal cycle in summer. The sedimentary processes of the Nakdong River Estuary showed that sediments were transported into the lagoon through inlets during floods and moved westward and/or northwestward; they were then deposited on the tidal flats and in channels near the dams under low energy conditions. Within the eastern side of the system, sediments flowed out of the sea with discharge from the Nakdong Dam during ebb conditions. The major control factors for seasonal variations in these sedimentary processes within the barrier-lagoon system were waves, tidal currents, and dam discharges.

Park, D.; Kim, H.; Lee, S.; Lee, J., and Yoo, J., 2018. Simulation of storm-induced cross-shore sediment transport at Anmok Beach with wave-resolving CST3D-WR. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1001–1005. Coconut Creek (Florida), ISSN 0749-0208.

An intensive field survey was carried out before and after a typhoon Goni at Anmok Beach, east coast of Korea, where a submerged breakwater exists. Survey items include offshore wave height, direction, and period; nearshore wave height, direction, and period, current and water level, bed load and suspended sediment load; bathymetry; and shoreline position. Interesting bathymetric change was observed after the typhoon: offshore sediment transport and consequent bathymetric change happened along the most coastline. The data exhibit the impact of the typhoon clearly, A wave-resolving numerical modelling system CST3D-WR was applied to the site for the typhoon situation, and qualitatively well reproduced the field bathymetric change.

Lee, H.J.; Do, J.-D.; Kim, S.S., and Lim, H.S., 2018. Sands Escaping Haeundae Beach. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1006–1010. Coconut Creek (Florida), ISSN 0749-0208.

Haeundae Beach has been hypothesized to lose sands from the nearshore of the western extremity of its pocket-beach system with a tidal range of 0.5 – 1.2 m. To test the hypothesis, a measurement station was located in this area to observe a suspended transport of sands near the seabed. The hydrodynamic measurements included water level, wave, currents and suspended sediment concentration with a benthic tripod for longer than one month of the 2013–2014 winter. In addition, a Telemac-2D tide model was run to simulate tidal currents for the same period of time as the measurements. A total of 6 events of two tidal cycles each were selected and analyzed to represent a variety of combinations of tidal phase, wave energy and wave direction. The results show that the suspended sand transport occurred continuously and was controlled predominantly by ebb-dominant tidal currents. Thus it was always directed offshore. Waves higher than 1 m sporadically took place during the measurements. However, high waves could just reorient the offshore suspended sand transport from obliquely to normal to the shoreline. This is because they created residual currents flowing roughly parallel to the shoreline. Neither offshore wave direction nor tidal phase evidently influenced the characteristics of residual currents. Therefore, the escape of the Haeundae sand from the area of interest has been proven to occur year round intrinsically by tidal currents. Waves intermittently contribute much to enhancing the suspended sand flux offshore by vigorous resuspension processes.

Kang, Y.Y.; Ding, X.R., and Ge, X.P., 2018. Using Geostationary Ocean Color Imager to map the diurnal dynamics of suspended sediment concentration in estuary area. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 101–105. Coconut Creek (Florida), ISSN 0749-0208.

Geostationary ocean color imager (GOCI), the first in-orbit operation of the geostationary satellite ocean color sensor, provides hourly observations of the covered area. Quick atmospheric correction (QUAC) algorithm was used for GOCI data to remove the atmospheric effects and an artificial neural network (ANN) inversion model (multi-layer feed forward neural network) was proposed to derive suspended sediment concentration (SSC) via GOCI in coastal waters of Yongjiang estuary, China. This model has three parts those are the input layer with eight nodes, two hidden layers with seventeen nodes in each layer, and output layer with one node. Compared with in-suit situ measurements taken in the Yongjiang estuary, the inversion model produces a superior performance compared with two other experience models (a linear regression model and an exponent model). Based on these atmospheric correction and ANN model, hourly SSC maps from GOCI data were generated. These maps revealed that SSC of Yongjiang estuary suffers from obvious spatial-temporal variation mainly affected by tide and topography.

Shin, S.; Bae, I., and Lee, J.-I., 2018. Three-dimensional variation of wave transmission around the artificial reefs: experimental and numerical studies. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1011–1015. Coconut Creek (Florida), ISSN 0749-0208.

In this study, three-dimensional experiments were conducted to investigate the spatial variation of wave transmission characteristics under the different types and configurations of the artificial reefs. Partially permeable armored by tetrapods and impermeable structures were deployed with the different gaps. Incident wave conditions included both breaking and non-breaking conditions over the structures. Transmitted wave heights in cross-shore and alongshore directions were compared with the empirical formula. The results showed that the wave transmission phenomena were dependent of the structural type, layout, and gap distance. In the case of single structure, as the length of the structure increased, the transmission coefficient decreased. In the case of multiple structures with a gap, the length of the structures and the gap were inversely proportional to the transmission coefficient.

Kwon, Y.-Y.; Jeong, J.-Y.; Choi, J.-Y.; Shim, J.-S., and Kwon, J.-I., 2018. The simulation of vertical water temperature structure variation in the Yellow Sea typhoon MEARI. In: Shim, J.S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1016–1020. Coconut Creek (Florida), ISSN 0749-0208.

Typhoon MEARI developed on June 22, 2011 in the eastern Philippines and passed through the central part of Yellow Sea for the first time in the history of meteorological observations. The Korea Institute of Ocean Science and Technology (KIOST) observed surface water temperature, salinity, flow velocity, and the vertical profile of temperature and salinity at a buoy located near the Eocheong Island off the west coast of the Korean Peninsula during Typhoon MEARI (1105). The purpose of this study is to analyze the change of water temperature and velocity characteristics of the typhoon passing through the Yellow Sea and to simulate the changes in the vertical water temperature structure by using numerical model. The Eeocheong observation buoy was used for validation and analysis of the typhoon's wind and surface temperature and for validation of the vertical structure of the currents and the water temperature. The model results show that the surface water temperature decreased and the bottom water temperature increased during the typhoon, similar to the observation results. The model reproduces the tendency of the thermocline to weaken and the mixed layer to thicken as the typhoon passed.

Xu, Z.; Li, H.; Liang, B., and Lee, D.Y., 2018. The investigation of morphology change effects on run-up based on 2D wave flume experiment. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1021–1025. Coconut Creek (Florida), ISSN 0749-0208.

The high speed swash motion and wave runup in swash zone induce high morphology dynamic change at the beach, which is closely related to dune erosion. In the present work, the process of wave runup was investigated through the analysis of laboratory experiment at 2D wave flume. The time variations of swash shape were recorded by using side-looking camera camera. Runup heights were obtained from the video image analysis. The wave resolving model, XBeach model, is also used to simulate wave runup height by preparing the input boundary conditions using the laboratory hydrodynamic data at offshore. Compared to the wave run-up results obtained from laboratory experiment, the performance of XBeach is acceptable but shows some difference on the trends of R_max and setup η changing with bottom change. The effects of bottom slope change (different forshore slope and sand bar developement) on the wave runup are discussed through analysing runup components (wave setup η and swash S) and incident wave height at different time, which shows the morphology change has unneglected effects on wave runup height by affecting the incident hydrodynamics, and the wave runup height and setup η decrease with the increasement of sandbar crest.

Paik, J. and Shim, J.-S., 2018. Numerical Modelling of a Solitary Wave Propagating over a submerged rectangular breakwater. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1026–1030. Coconut Creek (Florida), ISSN 0749-0208.

Three-dimensional numerical simulation is carried out to reproduce the turbulent flow induced by the solitary wave passing a bottom-mounted, submerged, rectangular breakwater. The flow is characterized by the two counter-clockwise rotating vortices massively separated from the upstream edge and the downstream end of the top face of the submerged rectangular obstacle, respectively, and a clock-wise rotating vortex emerged at the junction of the channel bottom and the downstream face of the obstacle. It is crucial to accurately resolve the boundary layer separations at the obstacle surface and the channel bottom both upstream and downstream of the obstacle for elucidating the complex dynamics of resulting turbulent vortical structures. The turbulent flow is reproduced by the improved delayed detached-eddy simulation, a hybrid RANS-LES approach, and the twophase volume of fluid method is applied to model the wave propagation. The governing equations are solved by a second-order accurate finite volume method. Computed turbulent flow field around the submerged breakwater is compared with the particle image velocimetry measurements obtained in the experimental flume. The computed result is in good agreement with the experimental measurements in terms of distinct vortical structures shed from the sharp edges of the obstacle and developed at the downstream junction. The numerical result further shows the three-dimensional behavior of the turbulent vortices and their breakdown into smaller structures.

Cao, D.P.; Jian, W.; Huang, Z.H., and Lo, E.Y.M., 2018. Prediction of wave runup on columns of two semisubmersibles models. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1031–1035. Coconut Creek (Florida), ISSN 0749-0208.

Water wave runup on columns of semi-submersibles has important implications on negative air-gaps created and slamming forces exerted on the underside of such platforms and their safe operations in rough seas. Many prediction formulas have been developed for wave runup on single vertical columns though none could be directly used for runup predictions on the columns of semi-submersibles due to the more complicated geometrical and diffraction effects. In the present study, small-scale experimental tests and limited numerical simulations using the linear diffraction and CFD solvers were conducted on two typical semi-submersible models, a twin-pontoon and a ringpontoon platform, to determine the runup on the columns. The experimental tests have the semi-models tested in a fixed configuration under regular and irregular waves and at different heading angles. Wave gauges and video recordings were used to capture the wave field and the runup on the columns. Key features observed were that sloshing between the front and rear columns created localized breaking over the pontoon, and that the maximum wave runup occurred at the downstream columns. A recently developed predictive runup equation (Cao et al., Coast Eng Jour. 59(3), 2017) is extended through by introducing an equivalent cylinder radius. The extension accounted for possible wave diffraction effects which led to higher runups than seen for single columns. The results from the limited numerical simulations were in quantitative agreement with experiments.

Passarella, M.; De Muro, S.; Ruju, A., and Coco, G., 2018. An assessment of swash excursion predictors using field observations. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1036–1040. Coconut Creek (Florida), ISSN 0749-0208.

Accurate predictions of swash excursion are fundamental for improving the understanding of swash zone dynamics and for coastal management and hazard applications. Researchers have provided several formulas for predicting the swash excursion on sandy beaches. However, the problem of the universality of these formulas is still open. In fact, it is not clear whether the existing formulations are applicable to a wide range of beaches and wave conditions. This study verifies 13 existing swash (total, incident and infragravity) formulations using 13 published experiments (636 swash measurements). The experiments were carried out on beaches worldwide (dissipative intermediate and reflective) under a wide range of wave conditions (including extreme events). Results show that formulas behave differently with under and over prediction. However, some trends can be recognized, which are indeed critical for coastal hazards and management applications: generally, for large swash events (swash >1.5 m) large scatter are found for all formulas. During extreme conditions (swash>2.5 m) total and incident swash are strongly underestimated, while infragravity swash varies for each formula. The maximum errors and the root mean square errors can exceed 2.5 m and 1 m, respectively.

Kwon, K.; Choi, B.-J., and Lee, S.-H., 2018. Assimilation of Different SST Datasets to a Coastal Ocean Modeling System in the Yellow and East China Sea. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1041–1045. Coconut Creek (Florida), ISSN 0749-0208.

Global gridded gap-free sea surface temperature (SST) datasets were quantitatively evaluated using independent insitu datasets in the Yellow and East China Sea from September 2011 to February 2012. The assimilation effect of the four different SST datasets on a regional ocean modeling system was examined. The SST from the gridded SST datasets was compared with two ocean buoy SST data and bi-monthly routine hydrographic observation data in the Yellow Sea (YS). The root-mean-square differences (RMSDs) of the OISST, MGDSST, OSTIA, and MWIR SST datasets relative to the in-situ SST were 0.64, 0.53, 0.62, and 0.91°C, respectively. The RMSDs of SST were higher than 1°C for all datasets in the southeastern corner of the YS. Ocean circulation was simulated with a regional ocean model, and the SST data from the four SST datasets were assimilated. Assimilation of the SST to the ocean model improved the ocean current as well as temperature distribution. The daily mean simulated temperature was compared to the observed SST and vertical profiles of the temperature at the ocean buoys and hydrographic observation stations. After the assimilation of OISST, MGDSST, OSTIA and MWIR datasets, RMSDs of the simulated SST were 0.78, 0.92, 0.66 and 0.86°C, respectively, at the buoy stations. The RMSDs of the simulated subsurface temperature were 1.60, 1.67, 1.56 and 1.70°C, respectively, at the hydrographic observation stations. The simulated SSTs from the model with assimilation of the OSTIA and OISST datasets had relatively smaller RMSDs.

Pedreros, R.; Idier, D.; Muller, H.; Lecacheux, S.; Paris, F.; Yates-Michelin, M.; Dumas, F.; Pineau-Guillou, L., and Sénéchal, N., 2018. Relative contribution of wave setup to the storm surge: observations and modeling based analysis in open and protected environments (Truc Vert beach and Tubuai island). In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1046–1050. Coconut Creek (Florida), ISSN 0749-0208.

Recent events like the Xynthia (2010, France) storm illustrate the potentially devastating effect that storm surges can have on the coasts. Nearshore storm surges at the result mainly from two processes: atmospheric surges and wave setup. This paper investigate the relative wave setup contribution in the storm surge signal for energetic events and focusing on two cases: an open beach (Truc Vert beach, France) and a high island protected by a reef lagoon (Tubuai, French Polynesia). The two selected events are the Johanna storm (March'08), for the Truc Vert site, and the Oli cyclone (February'10), for Tubuai. The data analysis shows that the maximum total storm surge reaches 1.2 m on the Truc Vert site and 1.1 m in the Tubuai lagoon. On the Truc Vert beach, the ECORS'08 in-situ measurements allow estimating a wave setup contribution of 80% of the total storm surge, at the time of maximum storm surge. The relative contribution of the wave setup is investigated a bit further, using the modeling approach. The modeling relies on the joint use of a shallow-water (MARS 2DH) and wave (SWAN) models. It shows an heterogeneous distribution of the wave setup in the Tubuai lagoon and a longshore variability close to the waterline for Truc Vert (~ 30%). In both cases, the wave setup contribution to the whole storm surge is predominant, with relative values ranging from 71 to 120% of the total maximal storm surge. Values larger than 100% occur on the Tubuai site when the atmospheric storm surge is negative.

Yoon, J.-S.; Ha, T., and Jung, J., 2018. Laboratory experiments on characteristics of perforated-type floating breakwaters. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1051–1055. Coconut Creek (Florida), ISSN 0749-0208.

Floating breakwaters were treated as solid bodies without any perforation in previous studies. In this study, however, a floating breakwater is perforated to allow the partial absorption of the energy produced by incident waves and an air chamber is placed in the upper part to control the breakwater draft. A series of laboratory experiments for a floating breakwater installed with a mooring system are carried out. In general, a mooring system can be classified by the number of mooring points, the shape of the mooring lines, and the degree of line tension. In this study, a four-point mooring is employed since it is relatively easier to analyze the measured results. Furthermore, both the tension-leg and the catenary mooring systems have been adopted to compare the performance of the system. In laboratory experiments, the hydraulic characteristics of a floating breakwater were obtained and analyzed in detail. A hydraulic model was designed to produce wave energy by generating a vortex with the existing reflection method. Analysis on wave changes was conducted and the flow field around the floating breakwater and draft area, which have elastic behavior, was collected using the PIV system. From the test results the strong vortex was identified in the draft area of the perforated both-sides-type floating breakwater. Also, the wave control performance of the floating breakwater was improved due to the vortex produced as the tension in the mooring line decreased.

Chun, I.; Kang, H., and Lim, H.S., 2018. Revisiting Head Loss of the Perforated Wall with Vertical Slits. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1056–1060. Coconut Creek (Florida), ISSN 0749-0208.

A theoretical analysis and hydraulic experiments were performed to investigate the head loss that occurs when a flow passes through a perforated wall with vertical slits. In the theoretical analysis, continuity and energy equations were applied to a control volume set near the perforated wall. A non-dimensional energy equation was then derived to calculate head loss for the given values of the ratio of upstream and downstream depths and a Froude number based on downstream depth and velocity. The hydraulic experiments were performed by varying flow condition and the opening ratio of perforated walls. The non-dimensional energy equation and experimental results were finally used to evaluate the accuracy of three existing formulas.

Lee, H. and Lee, N., 2018. Lattice Boltzmann Simulation of Shallow Water Equations in Finite Element Framework. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 106–110. Coconut Creek (Florida), ISSN 0749-0208.

The characteristic Galerkin finite element model for the discrete Boltzmann equation is developed for the depth-integrated shallow water equations. The lattice Boltzmann method (LBM) simulates microscopic collision and streaming of fluid particles and, then, evaluates the macroscopic velocity, pressure, etc. from the computed particle distribution. Due to the inherent geometric flexibility of the unstructured mesh in finite element method, the mesh clustering near large gradients and the numerical treatments of complex geometries has become possible. Some benchmark problems of practical importance (subcritical flow over hump, flow around cylinder, curved channel, etc.) are tested and the numerical results are in good agreement with previous experimental or analytic solutions.

Tan, H.M.; Chen, F.M., and Chen, J., 2018. Model test on influence of berth length on LNG vessel mooring under wave-current-wind loads. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1061–1065. Coconut Creek (Florida), ISSN 0749-0208.

The movement of mooring vessel is complicated under the combined impacts of wave, current and wind, and the interactions between vessel and port structure are significantly affected by mooring cable and rubber fender. Also, the berth length has great influence on the installation of mooring cable. This paper reports the model test on the dynamic response of LNG vessel mooring system under the wave-current-wind loads, including movements of vessel and tension forces of mooring cables. Depending on the vessel length (L), the different berthengths (1.1L, 1.2L and 1.3L) were designed in model tests. The model test results show that the wave force is the greatest influential factor on the movement of vessel, and the movement values increased significantly with the increase of wave height and wave period. The influence of berth length on the movement of vessel is not obvious. The maximum values of tension force of cables increased significantly with the increase of berth length, due to the increase of cable length. Thus, the shorter berth length is helpful to reduce the tension force of cable.

García, I.; Negro, V.; López, J.S.; Esteban, M.D., and Del Campo, J.M, 2018. Parametric guidelines of tombolo formations beind detached breakwater systems in Spanish Mediterranean Coast. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1066–1070. Coconut Creek (Florida), ISSN 0749-0208.

Detached breakwater systems used to enlarge and protect extensive stretches of coastline can be designed with various methodologies. The latter may differ greatly from one another; some mainly have the geometric parameters and characteristic of the formation to be obtained and do not take the site's sedimentary variables into consideration. Designing and constructing these structures face a great problem in the lack of knowledge as to the coastline's morphology in its final condition when the situation of equilibrium is reached. Different alterations carried out afterwards on these structures to obtain the initially preset results are extremely costly. This study will reveal that, beyond ratios between dimensions and extreme climate variables, the siting and geometry of breakwaters forming the system will be directly affected by the variables that littoral dynamics and sedimentation may determine. This position must not be too far or too near since it may restrict the availability of sediments and therefore affect the formation considered. It will be deemed that, for an optimum design of these structures, the distance between detached breakwaters forming the system will be established on the basis of sustainability and with respect to water circulation an renews of the protected aera.

Vassie, J. and Choi, B.H., 2018. Simulation of Normandy Invasion on 6th of June, 1944. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1071–1075. Coconut Creek (Florida), ISSN 0749-0208.

Known as one of the greatest military secrets of “Operation Overlord,” the cross- English Channel invasion of the northern coast of France on June 6, 1944, called for the Allies with accurate wave and tidal forecast for landing operation. Times of small wave and low tide were essential for successful landing. We are revisiting forecasts (hindcast simulation) via modern day updated numerical modeling based on coupled tide-wave-storm surge physics. The wind conditions are reproduced by using the meteorological conditions from ECMWF ERA-20C data of assimilation group. An integrally coupled tide-surge-wave model based on the identical, homogeneous and unstructured meshes were used for correct resolving the physics of tide-wave-surge interaction and performing for each transect, perpendicular to the beach, respectively. The model domain covers the wide Northwest European continental shelf and fine meshes with about 20m resolution in the Normandy invasion beaches. We performed the real time tidal simulation and compared with Kelvin (Doodson-Lege) tidal prediction. The tidal and wave prediction time sequential results are posted in the website,  https://sites.google.com/site/bhchoiskku/dday, near the landing time, 6^th of June 6:30 AM.

Oh, Y. and Kim, S., 2018. Field experiment to check the performance of new wave dissipating block. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1076–1080. Coconut Creek (Florida), ISSN 0749-0208.

Verification of the damage coefficient of a newly developed wave dissipating block named Chi-block has been attempted via field tests. Usually, the concerned damage coefficient is determined via hydraulic experiments, and the block is used in the field without in-situ verification. The test breakwater was constructed in Marado, and 5-tonne blocks were installed in front of the breakwater having a 1:1.5 slope. In order to measure the movement of the block, a 3-dimensional acceleration sensor was installed in the block, and a pressure-type wave recorder was installed near the breakwater to measure the wave height causing displacement of the block. Seventy-three blocks were used in the experiment, and thirty acceleration sensors were installed amongst them. The experiment was conducted over the period starting from the beginning of May up to September 15, 2017 along the typhoon Talim hit Marado, thereby causing displacement of most blocks located near the water surface. It was observed that losses in the Chi-blocks occurred in the case of significant waves measuring 3.70–4.09 m in height, which is lower than 4.5 m calculated from the Hudson's formula with the damage coefficient 13. This is because the wave direction in the field was different from that observed during hydraulic experiments—approximately normal to the breakwater. The waves in the field, however, hit the breakwater obliquely. The proposed field experiment demonstrates that the acceleration sensor monitoring system installed within wave-dissipating blocks is useful in verifying the damage coefficient and performance of the concerned blocks.

Kim, Y.-T., and Lee, J.-I., 2018. Wave Transmission Coefficient for Rubble Mound Structures with Superstructures. In: Shim, J.-S.; Chun, I., and Lim, H.-S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 21–25. Coconut Creek (Florida), ISSN 0749-0208.

The wave transmission coefficents for rubble mound structures with the superstructures were investigated using two-dimensional hydraulic tests. Most previous studies on the wave transmission coefficient were about the low crsted structures. And the main armors were almost the rock and the superstructures were not constructed. The superstructures have an important role in reducing the wave overtopping, improving the stability and so on. In this study, the wave transmission coefficient for the rubble mound structures covered with the tetrapod (TTP) on the slope with the superstructures were investigated. Also the effect of the width of superstructures and the number of armour layer in front of the superstructures were investigated.

Larroque, B.; Arnould P.; Luthon F.; Poncet, P.A.; Rahali, A., and Abadie, S., 2018. In-situ measurements of wave impact pressure on a composite breakwater: preliminary results. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1086–1090. Coconut Creek (Florida), ISSN 0749-0208.

A detached horizontally composite breakwater protecting the Saint Jean de Luz bay (French Basque Coast, Bay of Biscay, France) has been equipped with two pressure sensors displayed vertically onto the vertical wall. The two sensors recorded wave impact pressure in ten minute burst each hour at 10 kHz. In parallel, incoming waves were also recorded about 1 km off the structure with a directional wave buoy giving access to spectral wave parameters as well as raw data. Finally water level, wind magnitude and direction were also acquired. The whole dataset covers winter 2015–2016 from January to March.

The results show first the statistical distribution of the measured parameters confirming preceding similar studies in which significantly lower impact pressure values were obtained compared to physical experiments or numerical simulations. A linear multivariate model has then been adjusted showing the overwhelming influence of wave heights to explain maximum pressure variability, followed by water level. Nevertheless this result has still to be confirmed for data reduced to impulsive impacts. Finally, interesting events supposedly corresponding to, or approaching flip-through impact type, have been identified and need further investigations.

Kim, S. and Lee, H.S., 2018. Combined approach of empirical mode decomposition and artificial neural network for sea-level record analysis. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1091–1095. Coconut Creek (Florida), ISSN 0749-0208.

In this study, we illustrate artificial signal tests analysis implying sea-level records analysis (Visser, Dangendorf and Petersen, 2015) with improved empirical model decomposition (EMD) and artificial neural network (ANN) for predicting the non-linear process of sea-level in terms of predicting a non-linear intrinsic mode for missed data and a non-linear trend. The EMD is intuitive, direct, and adaptive method for decomposing a signal into intrinsic modes, and does not require any predetermined parametric functions for analyzing a non-linear and non-stationary data. The ANN is one of machine learning methods to estimate stationary or non-stationary patterns/values. In our analyses, an artificial signal and sea-levels are decomposed into intrinsic modes, and then mainly low frequency modes are tested with ANN for predicting missing parts and for estimating future variabilities. Our results show that the combination of improved EMD and ANN is highly capable of predicting non-linear processes of sea-levels and can be applicable not only for predicting a missing data but also for estimating long-term natural variabilities and a trend.

Kim, T.R. and Lee, J.H., 2018. Comparison of High Wave Hindcasts during Typhoon Bolaven (1215) using SWAN and WW3 model. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1096–1100. Coconut Creek (Florida), ISSN 0749-0208.

Typhoon Bolaven (1215) passed through the East China Sea and the Yellow Sea in August 2012 and generated extraordinarily high waves. During the typhoon, the maximum wind velocity and central pressure reached 53 m/sec and 920 hPa, respectively, and its strong wind radius was almost 500 km covering the South Sea of Korea as well as Korean Peninsula. Based on the data observed at the Ieodo Ocean Research Station, the significant wave height was 10.75 m and wind velocity reached to 35.42 m/sec, which were the highest records during 10 years between 2006 and 2016. Because of its large scale and severe damages to the port, several investigations on Typhoon Bolaven have been done using numerical wave models. However, different input data for forcing terms and different models made it difficult to compare the results as well as to clarify the cause of high waves.

This paper compares wave information calculated by SWAN and WAVEWATCH III during Typhoon Bolaven using same input data for forcing terms and grids. For wind data, parametric wind fields calculated by Holland (1980) and RDAPS/UM wind data were used, and same unstructured grid system was adopted for both models. Comparison and analysis of wave information calculated by two wave models with same input data and grids were carried out using observed data at ocean tower station and buoys. These results will contribute to establish wave prediction system for coastal waters of Korea by providing references for input data and grid system for wave model.

Bae, H.-K., 2018. The modelling approach for predicting costal pollutions using rainfall distributions over different land use/land cover. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 11–15. Coconut Creek (Florida), ISSN 0749-0208.

In this study, a modeling approach using rainfall distribution over different land use/land cover was developed and tested to predict coastal pollutions at the Aliso Beach, California, USA. Rainfall distributions over each land use/land cover of the study area, Aliso Creek Watershed, were calculated to use as input variables for the approach. In addition to rainfall distributions, streamflow and previous total coliform concentrations were also used as input variables. Six-hour. averages of rainfall and streamflow data were used since the approach estimated total coliform concentrations for every Six-hour. The estimations from the previous step, previous total coliform concentration, were used for last input variable if observation data were not available since total coliform concentrations were measured once every three days. Six different model scenarios were tested mainly focusing on rainfall events. As the model scenarios became more complicated, better estimations were shown. The approach showed the possibilities for finer time scale prediction, such as 1 hr. or less time scale or even real-time predictions, since precipitation and streamflow can be available for finer time scale and estimated previous concentrations would be used if observation data were not available.

Cao, Y.F.; Shi, Y.; Bai, Y.C.; Li, S.W.; Chen, H.B., and Yang, H.L., 2018. Numerical modeling of permeable floating breakwater under the action of waves. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1101–1105. Coconut Creek (Florida), ISSN 0749-0208.

Floating breakwaters are commonly used to protect shorelines, marine structures and harbors from wave attacks. This paper studies the interaction of water wave with a hinged permeable multi-tube floating structure, using a numerical model based on the Navier-Stokes (NS) solver and smoothed particle hydrodynamics (SPH) method. The simulation is performed in a 2D numerical wave tank (NWT) equipped with an active absorbing wave maker and a sponge layer. The motion of the multi-module floating structure is driven by hydrodynamic force and mooring force with its buoy structure being permeable. The dynamic boundary method is adopted to calculate the hydrodynamic force, and a light spring model is employed to calculate the mooring force. A laboratory experiment is conducted to validate the numerical model. The validated model is then employed to investigate the hydrodynamic characteristics of floating breakwater with different mooring type and structural style subject to various waves. The effects of wave condition, relative water depth on wave transmission are investigated. It is found that wave period have significant effect on transmission coefficient.

Zhai, Q.; Hou, J.; Wang, H., and Yan, J., 2018. The influence of tidal current on the orientation of wharf axis and the optimization of plane layout. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1106–1110. Coconut Creek (Florida), ISSN 0749-0208.

A two-dimensional mathematical model of tidal current is established and verified for the new 300,000-ton crude oil wharf in Dalian New Port. The ship's mooring forces are calculated based on the standard-velocity tide, the measured tide data and the simulated tidal current. Optimization scheme is proposed for the plane layout of the crude oil wharf in Dalian New Port. The results show that there is a transverse flow in the wharf apron and the maximum mooring force appears when the direction of tide flow in the recirculation zone is 63°~67°NbE, which increases the occurrence probability of the cable break. In order to reduce the mooring force, it is recommended that the orientation of the wharf axis should be deflected towards east by 16°~20°, and the temporary berthing operation of the 450,000-ton ship should avoid the time of 2–3 hours before the lowest tide level. The present study can also provide guidance for the layout optimization of other similar planned wharfs.

Mascarenhas, A.C.C.; Correa, A.W.R.; Carneiro, A.C.; Costa, M.S.; Rollnic, M., and Medeiros, C., 2018. Seasonal Exchanges of Salt and Suspended Particulates between the Sol Bay and the Pará River, Amazonian Coast. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 111–115. Coconut Creek (Florida), ISSN 0749-0208.

Salt and suspended particulate matter (SPM) exchange between the Sol Bay and the Pará River and their tidal/seasonal variability was investigated along the interface cross-section (1°4′30.37″S 48°19′37.48″W), over spring tidal cycles, during the wet (Apr/2015) and dry (Oct/2015) seasons. Advective transport of salt and SPM was analyzed to evaluate trends and contributions of involved mechanism. Overall, salinity was low (S<2) during dry and absent during the wet season. Mean SPM concentrations where higher at flood tides during both seasons. Higher flow velocities were 1.29 m.s⁻¹ (ebb/wet) and 1.17 m.s⁻¹ (flood/dry). During the dry season net salt transport was 8.10 kg.s⁻¹ seawards mainly due to a baywards Stokes drift transport (−193.7 kg.s⁻¹) against a seawards transport by the river discharge, tidal correlation and turbulent shear components ( 179.0; 11.98; 7.72 kg.s⁻¹). However, SPM was stored into Sol Bay at a rate of 2.06 kg.s⁻¹ (90 ton per tidal cycle), as result of the baywards transport by the Stokes drift river discharge (−3.14; −0.82 kg.s⁻¹) in opposition to the seawards transport due to gravitational circulation tidal correlation components ( 1.69; 0.48 kg.s⁻¹). During the wet season the river discharge (29.8 kg.s⁻¹) fluxes out SPM from Sol Bay while the Stokes drift (3.19 kg.s⁻¹) and the turbulent shear (0.65 kg.s⁻¹) components tends to move SPM back into the bay with a net exportation of SPM to the Pará River of 26 kg.s⁻¹ (129.8 ton per tidal cycle). In conclusion, matter exchange between the Sol Bay and the Pará River is mainly governed by the river discharge and Stokes drift flow components. The relative contributions by the gravitation circulation, tidal correlation and turbulent shear tend to increase under low river discharge. A small salt exportation ( 8.10 kg.s⁻¹) during the dry season

Rehman, K.; Park, K.-Y., and Cho, Y.-S., 2018. Experimental and Numerical Investigation of Solitary Wave Run-up Reduction. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1111–1115. Coconut Creek (Florida), ISSN 0749-0208.

Rising sea-levels and extreme wave events threaten coastal communities and stability of coastal regions. Accurate prediction of wave over-topping over coastal protection structures is challenging, but vital for effective hazard mitigation. Non-hydrostatic numerical modelling and laboratory experiments are used to assess magnitude of run-up over coastal protection structures under varying relative wave heights and structural features. The primary focus is the investigation of solitary wave impact with breakwaters, the consequent run-up and measures for its reduction. The experiments consisted of generating solitary waves in a 1.1 m high and 32.5 m long flume and observing its run-up for different heights of incident waves. A slope adjuster was used to vary the slope of a plywood plank for reproducing coastal features. Experimental observations were verified by proposing a numerical model based on non-linear shallow water equations (NLSWE) and solution is obtained by Godunov-type finite volume method. The NLSWE provide good approximation of shoaling, wave breaking, and wave reflection which arise due to wave overtopping in the swash and surf zones. The novel feature of the numerical model is the introduction of bed slope discretization technique – applicable on both structure and unstructured meshes- which offers well-balanced solution even for steep slopes encountered in case of breakwaters. Shock-capturing capabilities of Harten, Lax, and van Leer with contact wave restoration (HLLC) solver are utilized for accurate estimation of shocks and bore waves features during flow transitions. The proposed model gives excellentn agreement with experimental observations. The findings will further enhance the understanding of extreme wave propagation events over submerged coastal structures and related mitigation techniques.

Lee, J.-I. and Kim, Y.-T., 2018. Stability on Concrete Armor Unit at Sharply Curved Corner. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1116–1120. Coconut Creek (Florida), ISSN 0749-0208.

The breakwaters are one of the most important structures in coastal areas. In the design of rubble mound structures, accurate determination of the stable weight of concrete armor units is critical. This can be calculated using the Hudson or van der Meer formula, wherein the breakwater is assumed straight and the waves are assumed to propagate normally to the structures. The weight of concrete armor units at the head should be at least 1.3–1.6 times that at the trunk. However, design standards for the damage inflicted to concrete armor units at the convex corner of a breakwater are lacking. In this study, three-dimensional hydraulic model tests were performed to determine the stable weight of concrete armor units at the convex corner. Tetrapods were used as the target concrete armor units. The stable weight is suggested using a stability coefficient using Hudson formula. The results show that the stable armor weight at the convex corner is similar to that at the roundhead, could conclude that the weight at the convex corner should be approximately 1.4 times that at the trunk.

Shin, C.H.; Yoon, S.B., and Oh, S.C., 2018. A comparison of numerical models with experimental data for stem waves along a vertical wall due to monochromatic waves. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1121–1125. Coconut Creek (Florida), ISSN 0749-0208.

Recently, vertical-type structures are frequently constructed in coastal area to protect ports and operation areas. When the waves propagate at oblique angles to the vertical-type structures, stem waves are generated along a structure due to the nonlinear interaction of incident and reflected waves. Thus, for the design of vertical structures the stem waves should be accurately evaluated using numerical models. In this study the performance of three nonlinear wave models based on different types of governing equations, REF/DIF 1, COULWAVE, and SWASH, was compared by using the measured data from laboratory experiment. The comparison was focused on accurate calculation of nonlinear effect. Overall performance of three wave models to generate the stem waves is compared and discussed. All the numerical models simulated fairly well the diffraction and reflection of waves for small amplitude waves. However, the model accuracy was somewhat degenerated as the wave amplitude becomes large. Among the three models, COULWAVE could not accurately reproduce the stem waves. The nonhydrostatic model, SWASH, gives the best results which agree with the experimental measurements.

Shin, B.S. and Kim, K.-H., 2018. Dynamic observation for Wave induced Current Using UAV-Based Photogrammetry. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1126–1130. Coconut Creek (Florida), ISSN 0749-0208.

A small unmanned aerial vehicle (UAV) platform is becoming low-cost, miniaturized hyper spectral imaging technology. The direct measurements of wave induce current is tested using image analysis techniques using sea dye maker and small unmanned aerial vehicle (UAV). Specially, rip currents are approximately shore normal seaward flows which are strong, localized and rather narrow. In this method, UAS at a region with frequent wave induced current occurrence, and images are continuously obtained in real time.

This research investigates the development of wave induced currents using images in East coast of Korea. Since rip currents are developed by longshore currents, the observed longshore current variations in space and time can be used to detect rip current generation. Rip current recorded by UAV when the significant wave height was 1,9m and the period was 6.0sec. The average velocity was 25cm/s. These remote sensing observations provide a more synoptic picture of the rip current flow field and allow the identification of several rip events that were not captured by the in situ sensors and times of alongshore deflection of the rip flow outside the surf zone. This study was conducted as part of the preliminary research for developing a method that can precisely measure the trend and velocity of wave induced current using small unmanned aerial vehicle (UAV) - based on single photo-photogrammetry. Quantitative estimation of wave induced current is also conducted by using average and variance image of wave induced current area. These efforts will contribute to reduce the hazards of swimmers and shoreline changes by prediction and warning of rip current generation.

Park, W.K.; Moon, Y.H.; Chang, S.Y.; Jeong, W.M.; Chae, J.W.; Ryu, K.H.; Chang, Y.S., and Jin, J.Y., 2018. Nonlinear Transformation of Storm Waves and Impacts on Nearshore Mound in Haeundae Beach, Korea. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1131–1135. Coconut Creek (Florida), ISSN 0749-0208.

Haeundae beach is the most popular beach in South Korea which has been suffered from serious erosion problem. To protect the beach erosion, various countermeasures such as beach nourishments, submerged breakwaters and nearshore mound have been conducted. However during typhoon Chaba (1618), extreme storms caused significant beach erosions. Extensive field measurements have been made to monitor the storm impacts on the beach changes. This study focuses on (i) the nonlinear transformation of the very high waves over the submerged shoals in coastal waters and nearshore mound placed parallel to the shoreline, and (ii) the consequent morphological changes. For numerical modeling, SWAN was used for offshore wave propagation and XBeach of non-hydrostatic mode for hydrodynamics and sediment transport simulations. It is found that the storm waves were significantly transformed by submerged shoals through wave breaking due to the shallow water depth and generation of super harmonics with significant amount of wave energy transferred from the primary waves, and similar process occurred around the nearshore mound. Specifically, the impacts of the nearshore mound on beach evolution were pronounced for the beach erosion control with respect to wave energy dissipation, onshore sediment transport, and sediment trap in the lee of the mound.

Cho, H.-Y.; Choi, H.-J.; Jeong, S.-T., and Ko, D.-H., 2018. Relationship between wave height and sampling interval: revisiting individual wave analysis method. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1136–1140. Coconut Creek (Florida), ISSN 0749-0208.

Wave height is one of the most important physical factors in the coastal environment. In general, it is estimated using water surface elevation (WSE) data from approximately 20–30 minutes of observation. Wave height and period have typically been estimated by individual wave analysis and/or spectral analysis. When designing coastal structures, the wave parameters based on the individual wave analysis are used. However, in the case of short-period waves, the number of the WSE data becomes very small, and the wave height also decreases due to the limitations of the individual wave analysis. In this study, the relationship between wave height and sampling interval is analyzed using statistical simulation and in situ WSE data. Using the conventional range method, the wave hieghts are underestimated by approximately 6–36% as the sampling interval, Δt, decreases. The Goda three-point method contributed to the wave height correction estimated by the range method. However, the optimal fitting method also shows unbiased wave height estimation. Based on the assumption that WSE consists of wave signal and non-wave noise components, the conventional range method results in underestimation of the short-period waves and overestimation of long-period waves.

Yoon, G.-L.; Cho, H.-Y.; Kim Y.-S., and Kwon, S.-H., 2018. Hydraulic gradient reduction effects on sand-water mixture flows caused by electro-magnetic force generation. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1141–1145. Coconut Creek (Florida), ISSN 0749-0208.

Large coastal development projects are frequently accompanied by reclamation and dredging works to create coastal land. In coastal reclamation projects, the construction materials and their transportation methods should be determined from an economic perspective because they constitute a large portion of the construction cost. Therefore, improvements to transportation efficiency are strongly expected to contribute to a substantial reduction in construction costs. In this study, an electro-magnetic force (EMF) generation method is proposed, and the quantitative effects of this method are analyzed via hydraulic model experiments with variable practical conditions. The experimental results show that a change in the typical flow type from bottom rolling to suspension contributes to a significant reduction in the bottom resistance and hydraulic gradient because of the lowered deposition height after EMF generation. The EMF effect was larger in fine soils than in coarser soils, and EMF generation reduced the hydraulic gradient by approximately 10%. Thus, EMF generation technology can be applied to reduce transportation costs, including of dredged materials, in many types of fluid flowing projects.

Ryu, K.-H., Shin, C.H., Lee, J.-I. and Yoon, S.B., 2018. Nonlinear interaction of unidirectional random waves along a vertical wall. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1146–1150. Coconut Creek (Florida), ISSN 0749-0208.

In this study, laboratory experiments were conducted to investigate stem waves for unidirectional random waves. The measured wave heights were compared with the numerical simulations using REF/DIF S developed by Kirby and Özkan (1994). For the case of small amplitude waves no stem wave is developed, and the numerical solution agrees well with the measured data. However, for the finite amplitude waves the numerical solution gives no stem wave, while the measured data show clearly stem waves along the wall. In this study, a simple improvement on nonlinear dispersion relationship in REF/DIF S is made. As a result the numerical solution is significantly improved to give good agreements with the measured data. From this study it is found that the stem waves can also be developed for random waves, and the nonlinearity of incident waves is the controlling mechanism for the stem wave development along the wall.

Kim, H.; Min, B.; Lee, S.; Park, D., and Yoo, J., 2018. Eight-phase integration of powers of bed shear velocity for entrainment and bed load vector. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1151–1155. Coconut Creek (Florida), ISSN 0749-0208.

Assume that the entrainment rate is a function of the bed shear velocity to a power with a scale factor, and the two components of the bed load are the cosine and sine of the power for the entrainment with another scale factor. The power n may be between 2 to 6 depending on their authors. There have been parameterization trials, to obtain wave-phase-average bed shear stress from current only and wave-related properties. They involve stirring factors, which requires other complicated manipulations. Here a guideline for numerical integration is proposed instead of parameterization. Bed shear velocity vector is assumed to be composed of constant current and sinusoidal wave components. 8 phases in a wave period is sufficient for accurate answers of the three properties for the power between 2 and 6, the errors of which are less than 5.1%.

Giudici, A.; Kalda, J., and Soomere, T., 2018. Joint Impact of Currents and Winds on the Patch Formation Near the Coasts of the Gulf of Finland. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1156–1160. Coconut Creek (Florida), ISSN 0749-0208.

Both coastal and offshore areas worldwide are greatly affected by the impact of large patches of floating pollution. The main mechanism of clustering of floating litter into patches is the ability of water masses to dive (e.g. during a downwelling event) whereas the litter remains on the surface. This property is quantified in terms of compressibility of the surface velocity field. When this quantity increases over a certain threshold, patchiness of floating litter may increase explosively. However, for quasi-two-dimensional flows such as typical fields of currents over shallow areas, the compressibility is typically reduced well below this threshold. We adress another factor that can increase the patchiness growth, namely, the effect of wind drift. More specifically, we explore the effect of the dependence of the wind-driven drift speed on the size of the floating objects. We present the results of simulations of surface clustering of various types of floating items. The differences in the drift speed are taken into account within a novel Eulerian tracking model. To speed up calculations, we make use of so-called kd-tree spatial subdivision. The model is run for the Gulf of Finland, shows a consistent behavior under several of the discussed conditions, and demonstrates that this mechanism, when coupled with the turbulent advection, can give rise to a dramatic increase in the patchiness growth rate.

Lu, C.Z.; Li, H.; Dai, W.Q.; Tao, J.F.; Xu, F.; Cybele, S.; Zhang, X.Y., and Guo, H.T., 2018. 3-D Simulation of the Suspended Sediment Transport in the Jiaojiang Estuary: Based on Validating by Remote Sensing Retrieval. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 116–120. Coconut Creek (Florida), ISSN 0749-0208.

Suspended sediment concentration (SSC) in Jiaojiang Estuary is characterized by high concentration and significant diurnal dynamics. The large-scale reclamation will influence the sediment transport in Jiaojiang Estuary. At present, ship-borne data, remote sensing observations, and numerical modeling technique are the main technological methods to acquire the distributions of SSC. However, every method has its own limitations in application. Conventional ship-borne survey requires a lot of manpower and resources to obtain sediment distribution of an estuary although its accuracy is high. The cloudy and rainy environment has been the bottle-neck for monitoring the land and ocean surface. With the influence of land-use by human activities (such as tidal flats reclamation) being strengthened gradually, previous numerical models are not suitable for the new environment. This paper aims to combine numerical modeling technique with remote sensing observations to acquire a higher-resolution surface suspended sediment field in time and space. MIKE3 3D model was used to simulate the suspended sediments and it is composed of hydrodynamic module and mud transport module. The surface-layer sediment distribution was calculated using suspended sediment dynamic mathematical model in MIKE 3. Based on Geostationary Ocean Color Imager (GOCI) and the simultaneous surface layer sediment concentration data, a remote sensing model was developed to retrieve the distribution of SSC in the Jiaojiang Estuary. The degree of matching between the remotely sensed SSC and the numerically simulated SSC is up to 72%, both of which reveal temporal-spatial variation of the SSC. The research provides a reference for real-time monitoring and forecasting the dynamic variation of the SSC.

Dreier, N. and Fröhle, P., 2018. Operational wave forecast in the German Bight as part of a sensor- and risk based early warning system. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1161–1165. Coconut Creek (Florida), ISSN 0749-0208.

Today's available flood- respectively storm surge warning systems for the German North Sea coast consist exclusively of water level forecasts. Other hydrodynamic loads caused by wind waves and local currents as well as the resistance of the flood protection structure itself (e.g. coastal dikes, flood protection walls etc.) are not taken into account. Therefore, an operational now- and forecast system for waves and wave induced hydrodynamic loads is set up that consists of available field measurements and data from numerical wave simulations in the German Bight. A hybrid model approach is used for the forecast of hydrodynamic loads on sea dikes. The approach combines numerical results from the phase integrated spectral wave forecast model (SWAN) and an empirical wave run-up approach (EurOtop) for the now- and forecast of average wave run-up heights at a sea dike on the North Frisian Island of Pellworm. The operational system is demonstrated exemplarily for the forecast of a severe storm event on the 5–6^th December 2013 (German name “XAVER”). The qualitiy of the forecast is assessed seperately for the local nearshore wave conditions as well as the average wave run-up heights on the basis of available field measurements.

Cho, Y.H.; Zhang, C.; Nakamura, T., and Mizutani, N., 2018. Failure mechanism of armor blocks of submerged breakwater. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1166–1170. Coconut Creek (Florida), ISSN 0749-0208.

This paper describes the failure mechanism of armor blocks of a submerged breakwater under regular and long period waves. Laboratory experiments with the scale of 1/50 were conducted in a wave flume. The measured normal and tangential wave forces on the damaged armor blocks were compared with 31 tests for a submerged breakwater with 3 submerged depths and 3 respective wave periods of regular and long period waves. The experimental results described the failure of armor blocks in the threshold conditions occurred mainly at the seaward edge of the crown by normal wave forces under regular waves, and the landward edge of the crown by normal and tangential wave forces under long period waves. Two-dimensional numerical analysis was carried out to investigate the effect of temporal and spatial variation of wave fields around the submerged breakwater on wave force acting on armor blocks. The results demonstrated that the dominant wave forces on armor blocks were induced by the decrease of the pressure near the damaged blocks resulting from the wave breaking for regular waves and the increase in the flow velocity for long period waves. It was confirmed the other blocks on the crown tends to be stable under long period waves.

Yao, P.; Hu, Z.; Su, M.; Chen, Y.P., and Ou S.Y., 2018. Erosion behavior of sand-silt mixtures: the role of silt content. In: Shim, J.S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1171–1175. Coconut Creek (Florida), ISSN 0749-0208.

It is well known that critical clay content is key factor controlling overall cohesion of the mixtures and increasing erosion threshold. Besides cohesive clay fraction, existing studies show that non-cohesive silt can enhance bed stability of a sandy bed as well. Many studies were conducted with an artificial bimodal mixture with distinct peaks of sand and silt fraction to understand the role of silt particles. However, it is unclear to what extent a bimodal mixture represents natural sand-silt mixtures. In this study, we conducted series of annular flume experiments on sediment samples collected from typical silt dominated tidal flat to study role of the silt on erosion behavior of sand-silt mixtures. Two types of sand-silt mixtures were used: a silt-sized mixture with median grain size of 52 μm, and a very fine sand-sized mixture with median grain size of 82 μm. The results show mixtures with 30% silt content behaves as sand, and a Shields curve of fine sands (van Rijn, 2007) is applicable for prediction of the critical bed shear stress. However, bed stability is enhanced when silt content increases to 60%, since the critical bed shear stress is twice of bed materials with 30% silt. Since the fractional grain size ratio (Dm,sand/Dm,silt) of each mixture is the same, silt content is considered as the important factor on increasing the threshold of motion. More studies should be conducted to understand the critical silt content and the underlying mechanisms.

Kim, B.; Oh, C.; Yi, Y., and Kim, D.-H., 2018. GPU-Accelerated of Boussinesq model using compute unified device architecture FORTRAN. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1176–1180. Coconut Creek (Florida), ISSN 0749-0208.

Graphic Processing Units (GPU) have a number of arithmetic units and their associated structures specialized for graphic processes make the computational performances much faster than CPU (Central Processing Units). In these days, many numerical models implemented by FORTRAN have been applied on real field scale problems, which requires huge computational resources and simulation time as well. In this study, a GPU version of Boussinesq equation model was implemented using the Compute Unified Device Architecture (CUDA) FORTRAN. The computed results of the GPU-CUDA FORTRAN Boussinesq model were verified by comparing with the computed result of a CPU based Boussinesq model that had been already verified for many benchmark tests. Exact agreements except round off magnitude have been observed from the comparison. The GPU-CUDA FORTRAN Boussinesq model showed about 20 times faster computational time compared with the CPU based code. In addition, as the computational domain becomes larger, the computational efficiency of GPU-CUDA FORTRAN version over the CPU version more increased.

Li, S.W.; Ji, Z.Z.; Wu, Q.W.; Zhang, H.Q., and Shi, Y., 2018. Estimation of forcing on silt curtain in a combined wave-current flow. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1181–1185. Coconut Creek (Florida), ISSN 0749-0208.

Turbidity curtain is a kind of commonly-used impermeable device for temporal or long-term control of suspended solids or turbidity in the water column generated during dredging operations and disposing dredged spoils. This device composes of floater, ballast, and flexible curtain that is made of geosynthetic fabrics. In the case that all the curtain body, including the ballast, is in a floating status in the water, the tension induced in the curtain can be easily calculated. When the curtain is extended so long that the ballast is completely supported by the sea bottom, however, calculation becomes much more complicated when subject to combined waves and currents. The forcing on the curtain depends on both the water level difference between the two sides of the curtain and the waves and is a key factor for determining design parameters of the silt curtain, e.g. the thickness and strength of the curtain, diameter of the buoy and weight of the sinker. How to quantitatively estimate dynamic forces on this type of turbidity curtain has not been fully investigated. This study is proposed to develop analytical and numerical solutions to estimate dynamical forces on the silt curtain under currents, waves or combined current and waves.

Oh, J. and Suh, K.-D., 2018. Examining the Effect of Time Lags of Meteorological Variables on a Wave Forecasting Model. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1186–1190. Coconut Creek (Florida), ISSN 0749-0208.

Since the last decade, wave forecasting using machine learning such as artificial neural networks (ANN) has been conducted. In this paper, a hybrid model is used, which was developed to forecast significant wave heights and periods by combining the empirical orthogonal function (EOF) analysis and wavelet analysis with the neural network (abbreviated as EOFWNN model). The EOF analysis enables the model to reflect the relationship between spatially distributed meteorological variables and waves to wave forecasting model and to forecast waves at multiple stations simultaneously. The wavelet analysis enables the ANN to deal with non-stationary data. The model is employed to forecast real-time waves at eight stations (Gangneung, Wangdolcho, Genkainada, Tottori, Fukui, Sakata, Aomori, Rumoi) in the East/Japan Sea for various lead times using the past observed wave height or period data and the past and future meteorological reanalysis data. In this study, to investigate the time lag effect of the meteorological data, the results of various time lags are compared. The performance of the model is evaluated by correlation coefficient, normalized root mean square error, and index of agreement. The results of the forecasted significant wave period showed high accuracy. The values of NRMSE for 24 hour lead time were between 0.038 and 0.069. The comparison of the results depending on the time lags of the meteorological variables showed slight difference in model accuracy but no significant difference in phase shift of the results.

Kim, W.; Yi, J.-H.; Min, I.K., and Shim, J.S., 2018. Monitoring of structural dynamic characteristics of Sochengcho Ocean Research Station. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1191–1195. Coconut Creek (Florida), ISSN 0749-0208.

In order to study ocean and meteorological changes related to the global climate change and the global warming, Korea is operating several ocean research stations (ORS) such as Ieodo ORS, Gageocho ORS and Socheongcho ORS in remote ocean area. In July 2011, Typhoon Muifa directly hit the Gageocho ORS, and it was damaged to its structural members and various observation devices, unfortunately. After this, the Socheongcho ORS was constructed in 2014, and the structural health monitoring system was instrumented for studying the structural integrity under various external loading conditions. The purpose of this study is to investigate the structural dynamic characteristics of Socheongcho ORS using long-term measurement data including acceleration and tilt responses. Least-square based frequency domain decomposition method is utilized to estimate the natural frequencies and random decremental technique is utilized to estimate the damping ratios in this study. Two natural frequencies for the lower two bending modes are estimated as about 1.39 Hz and 1.43 Hz in weak and strong axes, respectively, and difference is not so significant because the overall shape is almost symmetrical except the superstructure. The natural frequency of the first twisting mode is obtained as about 1.51 Hz, which is slightly higher than the natural frequencies of the bending modes and it can be seen in general jacket structures. It is also found that, when the tilt and acceleration responses are larger, the damping ratios in first mode can be obtained more consistently with lower irregular fluctuations. The damping ratios are found around 5.5 % – 5.8 %. It is expected that the results from long term monitoring can contribute to ensure safe scientific activities by checking the structural safety level of Socheongcho ORS.

Kim, W.; Shin, J.; Kim, H.; Yi, B.-Y.; Park, C.; Kim, C.; Seo, G.; Cho, D.; Jung, Y.; Lee, H.-Y., and Kang, D.-H., 2018. Imaging the completely buried anomaly using a small-ship three-dimensional seismic survey system. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1196–1200. Coconut Creek (Florida), ISSN 0749-0208.

Korea Institute of Geoscience and Mineral Resources (KIGAM) developed new small-ship 3D seismic survey system for detecting and imaging targets for engineering purposes. By securing the relative locations of receivers with a frame, the 3D seismic survey system EOS3D-Wing (Engineering Ocean Seismic 3 Dimension-Wing), was designed to extend several fixed receiver frames in the cross-line direction. Since it uses a small-ship, the EOS3D-Wing can be used even in shallow sea of 2 meters water depth. KIGAM demonstrated EOS3D-Wing on the shipwreck, entirely buried at 1–1.5 meters below the sea-floor, off the coast of the Mado Island (9 to 15 meters of water depth). By processing data appropriate for the EOS3D-Wing system, KIGAM obtained the corresponding 3D image successfully, which is especially easy to confirm the shape of the ship even with naked eyes and the image is consistent with the estimated shape after divers' groundwork using probes of several months. This shipwreck can not be detected by multi-beam, etc., that can image the 3D shape of sea floor only, because it is completely buried in the sea floor. Therefore, this system can be regarded as an innovative one for small-ship 3D exploration. This small-ship 3D seismic system belongs to scare and high-level technology so that only several cases have been reported until now. It is anticipated that EOS3D-Wing and approach provides ample geological information for coastal management, ocean development, and engineering projects in the future.

Xu, C.Y.; Chen, Y.P., and Yu, L.L., 2018. Numerical Studying on The Sedimentary Processes at A Mudflat Near Yangtze River. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1201–1205. Coconut Creek (Florida), ISSN 0749-0208.

A two-phase model for studying the sedimentation processes is presented. The simple flocculation model is incorporated in the two-phase model to take account the flocculation effects on the settling velocity and thus the distribution of suspended sediment concentration. The model is applied to study the sedimentation processes at a mudflat and the suspended sediment concentration is presented and compared with measured data. The results show that it is important to include the flocculation effects in predicting the vertical profile of sediment concentration.

Yang, H., 2018. A Cost-Effective Ship Safety Data Transfer in Coastal Area.. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1206–1210. Coconut Creek (Florida), ISSN 0749-0208.

Recent advances in information and communications technology (ICT) have improved ship safety management. Ships can be monitored and controlled remotely using ship-to-ship and ship-to-shore communications technologies. These methods entail the sharing of vessel status information to prevent ship-related accidents and increase safety. In coastal areas, most ships transmit and receive data via wireless communications networks based on radio frequency (RF), long-term evolution (LTE), satellite, and other technologies. RF-based and LTE-based networks can be utilized when the communications are within the range of dozens of kilometers. On the other hand, satellite-based networks cover the entire ocean, but the associated costs are very expensive. In this study, we propose a cost-effective ship data transfer scheme to guarantee reliable data transfer but also optimize communication costs via adaptive network selection. In the proposed scheme, RF-based and LTE-based networks are selected as the default modes to reduce costs. However, when a ship enters a radio shadow, it temporarily switches to satellite-based mode to guarantee data reliability. Therefore, it rarely transmits data over the satellite-based network, saving on communications costs. In an emergency, the data can be transmitted frequently without regard to costs to improve safety performance. To validate the performance of the proposed scheme, we performed several evaluations using the ns2 simulator. The results indicated that the proposed scheme guarantees reliable data transfer while also reducing communications costs.

Rollnic, M.; Costa, M.S.; Medeiros, P.R.L., and Monteiro, S.M., 2018. Tide Influence on Suspended Matter in an Amazonian Estuary. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 121–125. Coconut Creek (Florida), ISSN 0749-0208.

The aim of this study is to check which tidal component (dispersive or diffuse) dominates suspended particulate matter transport (SPM) in the Mojuim River estuary. This estuary comprises the eastern sector of the Amazon coast, characterized by mangrove-vegetated tidal flats. Measurements of current intensity and direction, SPM, and tide level over a tidal cycle (13 h) were performed in a section of the lower estuary. Samplings were conducted in March (wet season) and September (dry season), 2014, during spring tide. The resulting transport and relative contribution of advective transport (SPM diffusion and dispersion) were calculated. Mojuim estuary has a macrotidal regime, with mean height of 4.9 m during spring tide and 3.2 m during neap tide. As it is a shallow environment, the water column is homogeneous, and hydrological parameters do not significantly vary along the water column. SPM ranged from 12 to 92 mg.L⁻¹ during dry season and from 20.4 to 94.8 mg.L⁻¹ during wet season. The highest SPM concentrations occurred during ebb tide, and this determined the maximum instantaneous transport, both during wet season (127.8 kg.s⁻¹) and dry season (159 kg.s⁻¹). This estuary is characterized as an exporter environment. During dry season, it had a residual transport of 4.1 kg.s⁻¹ and a total transport of 191.9 tons downstream of the estuary. However, during wet season, it showed an inversion in advective transport due to equinoctial tidal influence, which caused a higher tidal prism thus resulting in a residual transport of 1.92 kg.s⁻¹ and a total transport of 90 tons upstream of the estuary. The dominant SPM transport component downstream of the estuary was river discharge, whereas SPM transport upstream of the estuary was dominated by Stokes Transport.

Ko, S. H.; Hyeon, J. W.; Lee, S. J, and Lee, J. H., 2018. Observation of Surface Water Temperature and Wave Height at the Coast of Pohang using Wave Glider.. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1211–1215. Coconut Creek (Florida), ISSN 0749-0208.

Wave Gliders were launched to observe the surface water temperature and wave height at Hwajin-ri and Josa-ri on the coast of Pohang for the 11 days from March 24th to April 3rd. Wave Gliders SV2 and SV3 were operated within a radius of 100 m at two sites at depths of about 30~40 m. Both vehicles were equipped with a weather sensor, wave height sensor, and camera. Additionally, a conductivity sensor was installed in the SV2. During the observation period, the average surface water temperature and significant wave height were 13.0°C and 0.7 m, respectively. The differences in the surface water temperatures and significant wave heights measured by the Wave Gliders and Korea Meteorological Administration (KMA) Wolpo buoy were within 0.5°C and 0.03 m, respectively. This study confirmed that Wave Gliders can be used in coastal locations with fast currents of about 0.5 to 1 m/s and at low depths of about 30 to 40 m.

Haghshenas, S. A.; Ghader, S.; Yazgi, D.; Delkhosh, E.; Rashedi Birgani.; Razavi Arab, A.; N., Hajisalimi, Z., Nemati, M. H.; Soltanpour, M., and Jedari Attari, M., 2018. Iranian Seas Waters Forecast - Part I: An Improved Model for The Persian Gulf.. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1216–1220. Coconut Creek (Florida), ISSN 0749-0208.

The present study aims to improve the accuracy of forecasted wind and wave data generated by a wind-wave forcasting system over the entire Persian Gulf and Strait of Hormuz. A forecasting system has been developed and calibrated for winds and waves in the study area based on available observations. The performance of the developed forecasting system is favorably in agreement with the measured data; however, the model has deficiencies in capturing extreme events in certain situations. Hence, the simulated wind data are modified using a corrective method to obtain an optimum correlation factor between the simulated results and observations. This set of data is adopted as the input for the 3rd generation WaveWatch III wave model to simulate a new set of forecasted wave data. The output wave data are compared with the observations to evaluate the accuracy of the simulated wave estimations over the Persian Gulf.

Ji, Z.Z.; You, Z.J.; Hou, Z.Q., and Wei, Y., 2018. Development of generalized model for estimation of sediment siltation in coastal waterways of China. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1221–1225. Coconut Creek (Florida), ISSN 0749-0208.

Coastal sediment siltation has long been a major problem for design and construction of coastal large-scale ports in the world. Silty sediment siltation often occurs in coastal waterways of China especially during storm events, in which silty sediment is stirred up from the seabed and re-suspended into the water column by storm-induced waves, and transported into the waterways by currents in three forms of suspended load, bedload and sheet-flow load. This study is to derive a generalized model for estimation of sediment siltation rates under both non-storm and storm conditions based on 6-year field data collected in the outer navigation channel of Huanghua Harbor. The sediment siltation data were collected by directly measuring the seabed elevation changes along the port navigation channel from 2002 to 2007. In analyzing the field data collected, a semi-empirical model between effective wind energy and sediment siltation rate is also presented, and found that the newly derived model yields satisfactory agreement with the siltation data collected during the coastal storm events.

Nie S.; Jiang Q.; Wang L.; Zhang J., and Liu P. 2018. A laboratory study of rheological properties of soft mud using a dynamic shear-controlled oscillatory viscometer.. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1226–1230. Coconut Creek (Florida), ISSN 0749-0208.

The rheological properties of soft mud play an important role in studying the interaction between soft mud bed and water waves. In this study, a dynamic shear-controlled oscillatory viscometer that can generate sinusoidal oscillatory shear loads is developed to clarify the rheological responses of soft mud under the action of water waves. Pure commercial kaolinite and the in-situ soft mud taken from Lianyungang Port, China were used in the experiment. By changing the water content ratio of mud samples and the amplitude and period of oscillatory shear forces, more than 600 runs of laboratory tests were conducted. The experimental results indicate that, under oscillatory loads, kaolinite and natural soft mud show rheological similarities. Both the kaolinite and in-situ soft mud are characterized by the combined viscoelastic-plastic properties, and the rheological behaviors of the mud samples are significantly influenced by the water content ratio and load magnitude.

Wang, J.; Qu, Z.; Xu, Z.; Shim, J.S.; Liang, B., and Lee, D.Y., 2018. Measurement of Sediment Concentration of the Oscillatory Flow in the Surf- and Swash-zone.. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1231–1235. Coconut Creek (Florida), ISSN 0749-0208.

The sediment transports near the bed need to be accurately observed to validate the existing models that are based on the empirical formula for the sediment flux and to develop more realistic morphology prediction model. One of the essential tasks for the evaluating the existing models and developing new one is the precise measurement of the sediment transport at swash zone without disturbing flow. Different methods in estimating the sediment transport rates at the surf-zone and swash-zone such as measuring the time evolution of the bed profile, sand ripple volume and migration speed are investigated and evaluated. To develop more reliable estimation of the sediment flux by measuring the vertical profiles of sediment concentration and velocity without disturbing the flow conditions, method of estimation of the vertical sediment concentration profile by detecting the backscattered light intensity using high quality camera was tested and evaluated. The problems of different methods in estimating the sediment flux are identified and discussed.

Park, W.S.; Won, D.H.; Seo, J.H., and Lee, B.W., 2018. Stability assessment formulas for an interlocking caisson breakwater under oblique wave conditions.. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp.1236–1240. Coconut Creek (Florida), ISSN 0749-0208.

As a countermeasure for improving the stability of conventional caisson breakwaters, a method has been proposed in which adjacent caissons are interlocked with each other to consecutively resist the abnormal wave forces. It is not possible to reasonably evaluate the stability of breakwaters that have been elongated by interlocking, especially for oblique waves, by using the current design criterion defined for breakwater sections. Therefore, it was studied the stability assessment formula of an interlocking caisson breakwater under oblique wave conditions, in this study. To maintain consistency in checking the stability, it was introduced a reduction factor which is defined as the ratio of the expected maximum force for an oblique wave to that for a perpendicular wave. Using the linear wave theory, the expected maximum force was calculated considering the effect of the phase difference of hydrodynamic pressures along a breakwater. On the other hand, Goda's pressure formula was adopted as a design pressure distribution in the vertical direction to consider nonlinearities and randomness of the design wave, reasonably. Based on these assumptions, safety assessment formulas of the breakwater were developed considering the phase effect between the horizontal and uplift forces. Numerical calculations show that the proposed assessment formula for the interlocking caisson breakwater gives reasonable results, i.e., the estimated stability increases, as the wave attack angle increases. To judge the validity of the results, indirectly, the stabilities were estimated for regular and irregular wave conditions, and the results were compared each other.

Lee, S.; Kim, H.; Park D., and Lim, H.S., 2018. Modelling shoreline evolution at Anmok Beach by using CST3D-WA, In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1241–1245. Coconut Creek (Florida), ISSN 0749-0208.

Anmok Beach suffered heavy morphological and shoreline position changes since a submerged breakwater was constructed in October 2014. Straight shoreline changed into a S-shape shoreline after about 3 months, and mostly returned back towards the initial straight line after typhoon Goni in August 2015. Previous wave-average type flow and sediment transport equations cannot reproduce shoreline evolution due to their “wave-average” properties. A wave-average flow and sediment transport model, CST3D-WA, adopt the “beachface slope adjustment method” to enable shoreline evolution in area morphological modelling. The modelling system simulated the morphological change for two periods, and reproduced the changes in morphology and shoreline shape of the two periods reasonably well.

Lee, G. N.; Lee, I. K., and Kim, D. H., 2018. Reliability Analysis of the Long Caisson Breakwater Considering to the Wave Force Reduction Parameter.. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1246–1250. Coconut Creek (Florida), ISSN 0749-0208.

If a breakwater is longer than a full design wave, maximum design wave force does not attack over the full span of the breakwater. Therefore, design wave load can be decreased compared with short modular caisson. This study is to grasp the influence of the wave force reduction effect on the failure probability and to confirm how much the stability is secured compared with the existing modular breakwater. Therefore, reliability analysis of long caisson breakwater and existing modular caisson breakwater was performed. As a result, the reliability index of the long caisson breakwater was higher than that of the existing modular caisson breakwater, and it was confirmed that the significant wave height of the design variables had the highest influence. In addition, the reliability analysis was performed according to the change of the mean value of the variables used in the calculation of the wave force reduction parameter. It is confirmed that the relationship between each variable value and the wave force reduction parameter appears in the analysis results.

Cokgor, S. and Durmus, O., 2018. 3D experimental analysis of turbulence induced scour in front of the ruble mound breakwater. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1251–1255. Coconut Creek (Florida), ISSN 0749-0208.

Laboratory data of velocity fields in front of a 45° angled side of a rubble-mound breakwater are presented and discussed for non-breaking wave condition. Velocity measurements were conducted near the breakwater by an acoustic Doppler velocimeter (Nortek Vectrino) regular wave. The raw data were analyzed by using a numerical-filtering scheme so that turbulent fluctuations are separated from the phase-dependent wave motions. Root mean square (RMS) values of the turbulent fluctuations in the vertical and horizontal directions were obtained. The spatial variations of the turbulent shear stress and of the turbulent kinetic energy (TKE) in front of the breakwater were determined. The results indicate that turbulent intensities take larger values when the wave contracts over the breakwater. On the other hand, maximum turbulent shear stress values were observed near the breakwater surface, as a consequence of the rough surface effect.

Ferreira, C.; Silva, P.A.; Fernández-Fernández, S.; Baptista, P.; Abreu, T.; Romão, S.; Fontán-Bouzas, A.; Bertin, X., and Garrido, C. 2018. Wave Climate Definition on Modeling Morphological Changes in Figueira da Foz Coastal System (W Portugal). In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp.1256–1260. Coconut Creek (Florida), ISSN 0749-0208.

Field surveys at Figueira da Foz coastal system, a jettied river-mouth located to the W of Portugal, show a high impact of storm events on the morphological evolution of the ebb-tidal delta, with formation of a submerged sandbar and the quick infill of dredged areas. Non-stormy wave conditions produce minor morphological changes. The morphodynamic modeling of this system is being done to support coastal management. The methodology uses Delft3D modeling system that was previously calibrated for this coastal region. Modeling scenarios are set by considering two initial bathymetric situations, i.e., with or without an excavation site resulting from dredging operation. In order to investigate the relations between the computational efficiency and the time series of the input wave data, some tests were performed including a month with a total of 70% of storms and other with 10%, approximately. For each period it was studied the whole month period and only the storms. Numerical results disclose similar patterns of morphological evolution for both complete and storm periods simulated. Nevertheless, the omission of lower wave energy conditions slightly covers up the volume of sediment accretion in the area. This volume of sediment accretion masking effect is higher in the dredging case study, since dredged area acts as a sink of sediment. The results demonstrated that morphodynamic simulations should include the whole set of waves recorded to achieve more accurate estimations of sediment transport rates and corresponding sediment balance.

Kim, M.-J.; Kim, C.-S.; Choi, B.-J., and Lee, S.-H., 2018. Plume Current Change by Seawall Construction for a Harbor Development in South Korea. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 126–130. Coconut Creek (Florida), ISSN 0749-0208.

The present study investigates the effects of a seawall construction on the nearfield plume dispersal and surface circulation in the west coast of Korea where the Saemangeum tide dike (33 km long) had been constructed from 1993 to 2006 to reclaim the wide tidal flat in the riverine estuary. The plume water has since flowed out by the gate operation from the two sluices (11 km apart) in the southern dike to the offshore, which altered source location of the plume in the coastal sea. Recently a 3.5 km long seawall was constructed at 4 km offshore from the northern sluice. The changes of the plume current and surface circulation near the newly constructed seawall were examined using data set of High Frequency Radar-derived current (HFR-current), wind and sluice-outflow velocity in summer 2010 (before the seawall construction) and summer 2014 (under the seawall construction). It was found that construction of seawall evidently changed tidal plume dispersal pattern and nearfield distribution of monthly-mean plume current. Complex correlation and Empirical Orthogonal Function (EOF) analyses on the subinertial surface current, wind, and sluice-outflow velocity in summer 2010 and summer 2014 revealed that wind and outflow velocity are dominant factors controlling variations of the plume extension and coastal current.

Moreno, L.; Negro, V.; Garrote, L.; Muñoz-Pérez, J.J.; López, J.S., and Esteban, M.D., 2018. An Engineering Method For The Preliminary Functional Design Of Perched Beaches. Theoretical Approach. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1261–1265. Coconut Creek (Florida), ISSN 0749-0208.

Perched beaches are an attractive nourishment design alternative especially when either the site conditions or the characteristics of both the native and the borrow sands lead to a non-intersecting profile. The observation and suggestion of the use of this type of coastal defense scheme dates back to the 1960's, as well as the international experience in its construction. However, in spite of its use and the field and laboratory studies performed to-date, no design engineering guidance is available to support its design. Key dimensionless parameters that will be able to explain the performance of perched beaches have been identified, linking basic design variables such as: the wave height and period, the crest width and height, the depth at the toe of the sill, and the sand settling velocity. An engineering 4-step conceptual design method has been anticipated. This work will be expanded by systematic mobile-bed physical model tests - to be performed in a 36 × 3 × 1.5 m wave flume -, with the goal of producing engineering preliminary functional design guidelines of perched beaches based on the key dimensionless parameters herein identified.

Fernández-Fernández, S.; Silva, P.A.; Ferreira, C.; Ribeiro, A.S.; Abreu, T.; Romão, S.; Baptista, P.; Fontán-Bouzas, A.; Dias, J.M..; Coelho, C., and Bernardes, C. 2018. Assessment of Dredging/Dumping Scenarios for Figueira da Foz Coastal Region (W Portugal). In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1266–1270. Coconut Creek (Florida), ISSN 0749-0208.

Figueira da Foz coastal region (W Portugal), that comprises sandy beaches and the Mondego estuary-inlet, is exposed to the high energetic wave climate of the North Atlantic Ocean, which induces important local morphological changes. These changes entail shoaling problems as the formation of a submerse sandbar at the inlet which can block navigation towards local harbor. Therefore, coastal dredging is a non-structural temporal solution for this problem. Nevertheless, dredging activities have an impact on local hydrodynamic processes that should be known beforehand. The aim of this study is to clarify this issue using modeling tools dedicated to help stakeholders in decision making process. For that purpose, Delft3D-WAVE module propagates the most representative regional wave conditions under four dredging scenarios including the respective dump areas. Additionally, Delft3D-FLOW module simulates tidal flows along spring and neap tides. The hydrodynamic parameters, significant wave height, orbital velocity, wave-induced currents, tidal current velocity and total sediment transport are analyzed in comparison with numerical solutions obtained in reference scenario (no dredging and no dumping). The results highlight changes in these hydrodynamic parameters in dredging and dumping areas as well as in surrounded areas. Different scenarios draw a similar change pattern for different parameters, namely a reduction of flow velocity intensity within dredged areas and their increase in adjacent areas. Furthermore, hydrodynamic alterations intensify in response to the increase in significant wave height and wave direction considered. These findings are the basis for understanding the influence of dredging and dumping operations on the hydrodynamic of this coast.

Lee, S.C.; Choi, J.Y.; Park, K.S.; Kim, S,-S.; Kim, S,J., and Jun, K.C, 2018. Use of Optical Video Imagery to Improve Wave run-up Prediction Accuracy. Assessing the economic value of beach restoration: Case of Song-do Beach, Korea. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp.1271–1275. Coconut Creek (Florida), ISSN 0749-0208.

On the eastern coast of Korea, wave run-up occurrences have induced several accidents causing damage to human life. To prevent the occurrence of casualties in coastal areas, the breakwater disaster alert system has been employed, which issues a warning based on an estimate of the incident-wave height. This estimate of wave height is obtained through numerical solution of an empirical formula derived from the relationship between incident-wave and run-up heights. By utilizing the empirical formula and wave forecast, the breakwater disaster alert system has been successfully employed in the Sokcho, Samcheok, and Jumunjin regions in the Republic of Korea. This study proposes wave height-based modifications to the above empirical formula through use of additional datasets recorded during the period from November 2016 to June 2017. These datasets concerning wave height and wave period were recorded at the Jumunjin ports by P-gage. Simultaneously, run-up heights at this port was estimated via video images. Using the recorded dataset, a number of high run-up events were selected, and from the video recorded for each of these events, individual image frames were sequentially sampled and rectified into real world coordinates. Run-up properties estimated from the extracted signal record for run-up reference level points were combined with measurements of incident waves in order to derive an empirical relation between incident waves and run-up heights. By employing the modified empirical formula, accuracy in run-up height prediction has been found to be improved.

Jang, W.S.; Park, H.S, and Park, S.G., 2018. Analysis of Positioning Accuracy of PPP, VRS, DGPS in Coast and Inland Water Area of South Korea. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1276–1280. Coconut Creek (Florida), ISSN 0749-0208.

Various research activities are being conducted every year in the coastal and inland water areas of Korea. Among them, location accuracy is very important for coastline change survey, depth survey, and coastal route analysis. VRS and DGPS are commonly used in coastal and inland areas. VRS is a type of Network RTK that offers high location accuracy and ease of use. However, due to the limitations of the Network RTK method, VRS is not able to significantly degrade or use its location accuracy unless the survey area is located within the network. On the other hand, DGPS has a position accuracy of about 1m, which is lower than that of VRS. However, DGPS is widely used for location measurement in the coastal area due to its wide service range. PPP is the most recently developed satellite positioning method. PPP can be used anywhere in Korea, like DGPS, while providing accuracy similar to VRS's positioning accuracy. However, PPP is still an early stage positioning technology and has a long convergence time to show high positioning accuracy and high complexity of use. Therefore, it is not used for research activities in actual coastal and inland water. In this paper, we present our PPP positioning system and analyze the results of PPP using our PPP positioning system, VRS and DGPS positioning presented in coastal and inland areas of Korea. In this paper, we compare and analyze the accuracy of three positioning methods and present the results.

Park, K.-Y., 2018. Nonlinear Interaction among Wave, Current and Submerged Breakwater. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1281–1285. Coconut Creek (Florida), ISSN 0749-0208.

Nonlinear wave interaction with a uniform current is described using numerical model, named CADMAS-SURF This model is based on the Navier-Stokes equations coupled with Volume of Fluid for tracking free surface deformation and developed for interaction of wave with structure. The CADMAS-SURF is extended to simulate nonlinear fluid dynamic motions on the wave-current coexisting field. The capability of Numerical Wave-Current Tank (NWCT) is validated by comparing with available experimental data for both wave-following and wave-opposing current. The numerical results are shown to be in good agreement with experimental data. In addition, this study investigated on the dynamic motions of the water velocity, surface elevation and vorticity within combined wave-current field in demonstrating complex nonlinear physical phenomena due to interaction. Furthermore, NWCT is applied to simulate a more complex wave-current-structure field for wave propagating over a submerged breakwater associated with current.

Esteban, M.D.; López-Gutiérrez, J.S.; Negro, V; Laviña, M., and Muñoz-Sánchez, P., 2018. A New Classification of Wave Energy Converters Used for Selection of Devices. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1286–1290. Coconut Creek (Florida), ISSN 0749-0208.

Wave is one of the marine renewable energy sources with the greatest potential. Currently, the technology is not completely prepared for a commercial development and its levelized cost of energy (LCOE) is still high. In fact, there are numerous types of wave energy converters (WECs) in the development phase. Given the differences between them, there are several classifications based on different aspects such as the location in relation to the distance to the coast and the bathymetry, the position relative to the sea level, the size and orientation, and the energy capture principle. However, none of the existing classifications considers the operating range at rated power according to the power matrix of the devices. This paper includes a new proposal for classification of WECs, named OPERAWEC (Operation Waver Energy Converters), with the aim of covering that gap. A methodology to implement the classification to different WECs is proposed, and that methodology is applied to ten different existing WECs (Wave Dragon, Pelamis, Aquabuoy, Archimedes Wave Swing, Oyster, Oceantec, OE Buoy, Pontoon, Seabed AB and Wavebob), classifying them into six different groups (Group I, Group II, Group III, Group IV, Group V and Group VI). Most of them belong to the Group IV and/or Group V, and some of them are categorised into several groups. The paper ends showing how to apply OPERAWEC classification as a part of a screening process for WECs selection in the Spanish Atlantic coast. Wave resource is assessed in two specific locations (Estaca de Bares and Golfo de Cádiz), considering four WECs (Pelamis, Aquabuoy, Archimedes Wave Swing, and Oyster). According OPERAWEC classification, Group II WECs for Estaca de Bares, and Group I and Group II WECs for Golfo de Cádiz are recommended.

López-Gutiérrez, J.S.; Esteban, M.D., and Negro, V., 2018. Wave Energy Potential Assessment and Feasibility Analysis of Wave Energy Converters. Case Study: Spanish Coast. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp.1291–1295. Coconut Creek (Florida), ISSN 0749-0208.

Wave energy is one of the marine renewable energy types, essential to achieve a sustainable development. Coastal countries need to know the wave energy potential along their coasts, so its contribution to the future electricity market is estimated. Spain has noticeable variations in its average wave climate, so it is essential to analyse numerous locations. For research purposes, wave energy potential is estimated based on data from the 15 Spanish State Port buoys currently in operation in deep waters. Because these buoys were set up at different times, with some moored around 2005, the sample between 2005 and 2015 is studied with the purpose of comparing results. REDEXT buoys, arranged from highest to lowest wave energy potential, are: Villano-Sisargas (56.84 kW/m), Cabo Silleiro (53.50 kW/m), Estaca de Bares (53.36 kW/m), Cabo de Peñas (39.66 kW/m), Bilbao-Vizcaya (39.09 kW/m), Gran Canaria (23.71 kW/m), Mahón (16.21 kW/m), Cabo de Begur (13.95 kW/m), Golfo de Cádiz (12.70 kW/m), Dragonera (10.16 kW/m), Cabo de Gata (8.43 kW/m), Cabo de Palos (8.17 kW/m), Tenerife Sur (6.93 kW/m), Tarragona (6.14 kW/m) and Valencia (5.42 kW/m). Some buoys were moored in the 1990s allowing an analysis to be made of how the average wave climate has changed over the last years. Furthermore, a study is undertaken analysing the feasibility of different wave energy converters, specifically Pelamis 750 kW, Oyster 300 kW, Aquabuoy 250 kW, and SSG 20,000 kW, in the 15 buoy locations. Energy production and the capacity factor of all devices for the 15 locations are calculated, obtaining as a result that the most suitable device for all the locations studied is Oyster, and the least suitable is SSG. All the results are shown in different comparative tables and figures, with a summary of the most emphasizing information in each buoy.

Peng, W.; Fan, Y., and Zhang, J., 2018. Numerical study on optimization of the float in a shoreline wave energy converter.. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1296–1300. Coconut Creek (Florida), ISSN 0749-0208.

In this paper, the hydrodynamic performance of the float in a shoreline wave energy converter is investigated under regular waves. A numerical model is built based on the Navier-Stokes solver coupled with immersed boundary method, volume of fluid method and the mechanics model of float. Making use of the laboratory measurements, the numerical model has been proved to be a reliable tool in reproducing wave deformations and the dynamics of the float. Then, the model is employed to test the sensibility of float performance to changes in some variables under various waves: spacing between breakwater and float, length of float. From numerical estimations, it can be concluded that the nondimensional motion amplitude of float will decrease with the increasing float length or spacing between breakwater and float. With different loads, the dynamic of float shows different variation trend against the length of float, which implies further investigations may be needed in the future on the effect of power take-off damping load. Last but not the least, the interactions between water waves and two types of floats (rectangle and convex) are simulated and discussed. With the help of snapshots of water particle velocity field and the water surface profile from numerical calculation, the flow pattern and external forces from the fluid field acting on the float can be estimated. Then, the motion amplitudes of floats are computed and compared, and the convex floats are proved to capture more power than the rectangular ones.

Ko, D.H.; Park, J.-S., and Lee, K.-S., 2018. Assessment of tidal current energy potential at Uldolmok in the southwestern coast of Korea. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1301–1305. Coconut Creek (Florida), ISSN 0749-0208.

Quantitative assessment for the tidal current energy potential and marine conditions should be preceded to construct the optimal tidal energy farm. Assessment of tidal energy resource at Uldolmok which is the optimal candidate sites for tidal energy farm was carried out. In order to collect the field data, static survey using ADCP(Acoustic Doppler Current Profiler) was conducted and harmonic analysis was done to predict the annual tidal current. As a result, the dominant direction of ebb current was southeast and flood current was northwest. The maximum ebb current speed was about 4.09 m/s. While, annual power density was estimated as 56.78MWh/m². 1MW(HS 1000), 1.2MW(MCT 1200), 1.5MW(AR 1500), 2MW(SeaGen-S 2000) that were commercially available turbines in the world were used to calculate the annual energy production. SeaGen-S was possible to produce the highest annual energy production up to 9,338.4MWh. These results can be used to establish a plan for the development of the tidal current energy farm.

Park, Y.H., 2018. The Application of Dynamic Tidal Power in Korea In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1306–1310. Coconut Creek (Florida), ISSN 0749-0208.

Tidal power is attractive as a predictable renewable energy, but it requires a high tidal range. The west coast of Korea is a place where the extreme tidal range is observed, so various studies have been conducted. The largest tidal power, Sihwa Tidal Power Station was successfully built and operated there. However, subsequent projects have been postponed or cancelled due to environmental issues. Dynamic Tidal power (DTP) is an alternative way to a conventional tidal barrage system. Because DTP has to be a huge structure to produce diffraction of tides, it was tested by a numerical model. The 2D numerical model ADCIRC was used in the simulation. DTP was simulated in the largest tidal range of the Korean coast and it was examined in various ways. DTP generates power by the phase difference of tide and it is available even in a small tidal range. The tidal difference between the front and back of DTP becomes maximized on 180 degrees out of phase theoretically. Though the phase difference also increased with the length of DTP structure, it could not reach 180 degrees out of phase even at the DTP length of 50 km. Because the length of DTP structure should be longer than tens of kilometers considering the length of tide, it may cause economic and environmental issues. The phase difference was varied along DTP and it was increasing as the location of measurement moved closer to the coast. When the required length of DTP is optimized, it would be more practical. The study focused on the reduction of the DTP length and some shapes were suggested finally.

Alonso, R.; Solari, S., and Teixeira, L., 2018. Erosion Problem on a Fluvial Beach. The Case Study of “La Concordia” in the Uruguay River. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 131–135. Coconut Creek (Florida), ISSN 0749-0208.

A case study of beach erosion at “La Concordia” is presented. It is a fluvial beach located in the most downstream stretch of the Uruguay River. Despite it is a fluvial environment, the 10 km width that the river has in this zone allows for the generation of wind-waves that play an important role in the morphological processes that shape its sandy margins. This was initially proven by assessing the evolution of the coastline from satellite images and aerial photos, since the main change observed in the coastline is the expected one when groins are built on a sea coast. After that, the predominant influence of waves was confirmed by: 1) a good agreement between the geometry of the system (i.e. plan-shape and profiles) with the one predicted by formulations conceived from wave dominated marine environments, 2) a cross–section river flow velocity distribution, calculated for an historical maximum discharge, that shows that outside of the river channels velocities are lower than the critical expected for bottom sediment transport, 3) an estimation of the littoral transport in agreement with the historical coastline evolution. This verification supports the use of models and methods commonly employed in coastal engineering for the study of this type of fluvial beaches. In this case, the numerical model XBeach was used to simulate the response of the system to extreme events, in order to provide an input to a beach nourishment design.

Park, M.-S.; Jeong, Y.-J., and Kim, J., 2018. Experimental test of 3kW cylindrical wave energy system with horizontal rotation. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1311–1315 Coconut Creek (Florida), ISSN 0749-0208.

Since the potential of wave energy has been recognized for long and mostly associated with a nondestructive renewable energy, the wave energy has gained attention from many countries to find alternative and reliable energy sources. In the present study, 3kW cylindrical wave energy system with horizontal rotation is newly suggested. The suggested cylindrical wave energy system is composed of the horizontal cylinder, the swing plate and the yawing body. In order to verify the efficiency of cylindrical wave energy system, the experimental test is carried out using 3D wave basin for various parameters. The rotation speed of horizontal cylinder is strongly depended on the height of draft and the distance between the horizontal cylinder and the swing plate, and the period of swing plate is closely related to the period of incident wave. It is found that the suggested cylindrical wave energy system has more wave power available for a wide range of incident wave frequencies.

Kim, J.; Park, M.S., and Jeong, Y.J., 2018. Integration analysis and evaluation of new hybid 3kW ocean wave energy extraction system. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1316–1320. Coconut Creek (Florida), ISSN 0749-0208.

This study introduces a new hybrid wave energy extraction system and evaluates its technical feasibility by using experimental and numerical approaches. Although there are several type of wave energy extraction devices, such as an attenuator and an overtopping device, these have difficulties related to damages and variability due to water. The proposed system is designed to overcome the shortcoming of the previous system and to provide higher power efficiency; the proposed system is composed of a floating shield cylinder surrounding a generator, pendulum plates to accelerate rotation of generator and generate electricity itself, and a support column with self-positioning devices to fix the entire power generation system to the seabed and to enhance its power generation efficiency. To examine the performance characteristics of the system, mechanical and hydrodynamic interactions among the cylinder, the plates, and the support column was investigated numerically. Furthermore, for the hybrid system, an application of sequentially hydrodynamic-mechanical analysis techniques, in which the distribution and the magnitude of the predicted water pressure were then mapped into the finite element model of the extraction system, were reviewed. The interaction behaviors of the extraction system which includes large motions are also analyzed.

Verduzco-Zapata, M.G.; Olivos-Ortiz, A.; Liñán-Cabello, M.; Ortega-Ortiz, C.; Galicia-Pérez, M.; Matthews, C., and Cervantes-Rosas, O., 2018. Development of a Desalination System Driven by Low Energy Ocean Surface In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1321–1325. Coconut Creek (Florida), ISSN 0749-0208.

As an effort to mitigate the water scarcity and to achieve a water security status in remote coastal communities with few or no hydraulic systems, or in places with compromised services due to natural disasters, a new semi-portable wave driven desalination device is being developed and tested using a state of the art numerical model. In this early stage of development, the main challenge is to further optimize mechanisms that allow to adjust to tidal and wave variations and to efficiently resist the stresses exerted by cycle motions. The solution is partially handled through the use of a taut-line mooring mechanism which allows the device to work at large range of wave conditions. This prototype consists of two subsystems: a point absorber WEC conformed by a single buoy, and a standard reverse osmosis (RO) system. When interacting with the incoming waves, the mooring line is pulled and pressurizes seawater enough to drive it through several filters including the RO membranes. The FLOW-3D numerical model was used to test the efficiency of the WEC subsystem under several sea states associated with low energy wave conditions. The displacements and motions of the WEC as well as the forces in its anchor line were calculated. The results suggest that it provides the necessary force to pressurize the seawater for the desalination process. Further testing is needed to improve the reliability and survivability of the system which in turn will help to scale the prototype in order to obtain greater quantities of freshwater and thus be competitive with other technologies.

Wang, H.; Zhai, Q.; Hou, J., and Xia, L., 2018. Numerical investigation on the vortex-induced vibration of a flexible plate behind a circular cylinder. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1326–1330. Coconut Creek (Florida), ISSN 0749-0208.

Vortex-induced vibration (VIV) of piezoelectric cantilever plate can convert the kinetic energy of flow into electricity effectively, and this technique has become a new research focus in the field of ocean energy harvesting and utilization over the past few years. It is known that the lock-in effect existing in VIV phenomenon can significantly broaden the structural resonance region, and improve the flow energy harvesting efficiency. The present study aims to investigate the VIV responses of a flexible plate located in the wake of a circular cylinder using a strongly coupled finite element model. Numerical simulations are conducted for two typical plate lengths (L/D = 2.0, 4.0; D is the cylinder diameter) within a wide range of gap spacings 0.5 ≤ S/D ≤ 4.0. Generally, the results show that with the increase of gap spacing, the gap flow pattern changes from vortex suppression state to vortex shedding state. For L/D = 2.0, “soft” lock-in occurs all through the examined gap spacing range, among which the plate vibrates with significant amplitude. For L/D = 4.0, the lock-in region is found to be S/D ≤ 2.0, characterized by large-amplitude resonance and vortex suppression in the gap; however, with the appearance of the gap vortex shedding, the vibration becomes negligible at S/D ≥ 2.5. The pressure distribution of fluid along the upper and lower sides of the plate is analyzed to reveal the dynamic coupling mechanism between the flow and plate. This study will provide useful theoretical reference for optimum design of the VIV energy harvesting device.

Yu, H.T.; Bai, Z.G.; Zhao, C.J.; Wang, W.L.; Ma, X., and Yang, W., 2018.. Experimental Studies on Performances of Capsule Type Wave Energy Generation System under Action of Waves. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp.1331–1335. Coconut Creek (Florida), ISSN 0749-0208.

Ocean wave energy is a kind of clean, renewable and potential energy. Thus it is significant to develop and to design efficient wave power device. In the present study, a novel wave energy collection and conversion device that made of flexible material is proposed. The wave energy generation system is realized by using a half cylinder flexible tube with full of water laying on the flume bottom and aligning in the wave traveling direction, and an air chamber connecting at the tail of flexible tube. The bulge waves in the tube were generated under the excitation of free surface waves, and propagated toward the tail of flexible tube, and subsequently converted to available energy through the effects of oscillating water column in the air chamber. The present study will focus on the conversion rate of flexible capsule type wave energy generation system with different pre-set internal static head and chamber aperture when subject to different wave conditions through a series of experiment tests. The experimental results indicate that the flexible capsule has a wonderful ability to collect and convert ocean wave energy. It is also found that the design of air chamber has significant influences on the wave energy conversion rate.

Felix, A.; Mendoza, E.; Chávez, V.; Silva, R., and Rivillas-Ospina, G. 2018. Wave and Wind Energy Potential Including Extreme Events: A Case Study of Mexico. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp.1336–1340. Coconut Creek (Florida), ISSN 0749-0208.

The available wind and wave energy potential of the coasts of Mexico was found to be low in several analyses. However, these analyses considered only average conditions. To adequately assess the energy potential of Mexican coasts for energy extraction, it is necessary to characterize maritime weather and to define both normal and storm thresholds. For the present study, a 60-year historical analysis of wave and wind conditions along the Mexican coasts was performed. A statistical analysis of extreme conditions was carried out using the peaks-over-threshold approach. Also, seasonal (winter, spring, summer and autumn) and hourly available power were included in the analysis. The differences between the energy potentials when including and excluding extreme events are considerable. The energy potential of events occurring along the Mexican coasts confirms that energy can be adequately and profitably obtained from waves and wind. The greatest energy potential in the Atlantic is found to the northeast of the Yucatan Peninsula and in the Pacific along the Baja California Peninsula. Winter is the best season for energy extraction, while summer is the most unfavorable season.

Hur, D.S.; Jeong, Y.M.; Lee, J.L.; Kim, I.H., and Lee, W.D., 2018. Energy generation efficiency due to wave overtopping on floating-overflow-type wave energy converter. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1341–1345. Coconut Creek (Florida), ISSN 0749-0208.

The current heightened interest in renewable energy motivated this investigation into the efficiency of wave power generation, which can produce electricity from the infinite energy source of ocean waves. The subject chosen was a floating-overflow-type wave energy converter (FOWEC), which is a comparatively simple type of power generation equipment among the various types of wave power equipment. Because FOWEC is a floating body, it functions not only for power generation, but also as a floating breakwater. In this study's hydraulic model experiments, FOWEC time waveforms were measured, and the reflection and transmission coefficients were computed. In addition, the outflow velocity from the FOWEC overtopping water tank was measured and compared with the theoretical value. The results confirmed that the FOWEC exhibited some degree of wave control in its role as a floating breakwater. The freeboard for the overtopping waves on the lowest FOWEC had an average wave reflection coefficient of 0.43 and an average wave transmission coefficient of 0.21. As wave overtopping increased (as the freeboard decreased and the incident wave height increased), the effective velocity ratio of the outflow from the overtopping tank increased. However, as the freeboard decreased, the effective head decreased, and therefore the energy that could be received was smaller than when the freeboard was higher. In order to maximize the generation efficiency, conditions that allow for overtopping should be implemented with a FOWEC that can maintain an optimal freeboard for appropriate wave overtopping and effective head.

Lee, K.H. and Kim, T.G., 2018. Three-dimensional Numerical Simulation of Airflow in Oscillating Water Column Device. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1346–1350. Coconut Creek (Florida), ISSN 0749-0208.

An Oscillating Water Column (OWC) is a wave energy converting technology that uses the compressed and decompressed airflow induced by the vertical oscillations of water column inside the chamber as a driving force of an airflow turbine. In this study, three-dimensional numerical simulations of a bottom-fixed OWC are performed to understand the interaction of an OWC device with regular waves. The open-source CFD model REEF3D is used, which is able to consider immiscible two-phases (air and water) using the Reynolds-averaged Navier-Stokes equations. The simulation capability of REEF3D is validated by comparison with experimental data for wave deformations caused by the OWC and air-flow fields and the airflow velocity in the chamber. The numerical results revealed that the CFD numerical tool REEF3D can successfully simulate wave deformations caused by wave-OWC interactions, and directly estimate an air velocity inside the chamber. In addition, it was found that a phase difference occurs between time series of free surface evolution and air velocity evolution.

He, X.; Tang, Y.G.; Liu L.Q., and Zhang, R.Y., 2018. Design of the Mooring System for a Floating Wave Energy Converter. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1351–1355. Coconut Creek (Florida), ISSN 0749-0208.

The mooring system is important for a floating wave energy converter since it provides a positioning function and significantly affects the motion characteristics of the wave energy converter. In the present study, a novelty mooring system, which works as a single point mooring assisted with a yaw-restrain system, is proposed. Based on a potential flow theory, a numerical study is carried out. The response amplitudes induced by the wave under different incident angles are presented. The numerical study shows that the incident angle is a key factor of the motion amplitude, and that for each special wavelength, there is an optimal incident angle. A coupled analysis is carried out for the wave energy converter with its mooring system. A controlling method is presented for a given incident angle.

Deidun, A.; Gauci, A.; Azzopardi, J.; Camilleri, C.; Cutajar, D.; Chalabreysse, M., and Trinquard, F., 2018. Development of a Novel Tool for the Monitoring of Shipping Traffic Within the Strait of Sicily (Central Mediterranean): the BIODIVALUE AIS Vessel Tracker. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1356–1360. Coconut Creek (Florida), ISSN 0749-0208.

The Straits of Sicily within the Central Mediterranean is one of the most intensely frequented areas within the Basin by shipping traffic. This makes the tracking of such traffic all the more instrumental in mitigating possible detrimental environmental impacts. Against this background, the BIODIVALUE (an EU-funded project) vessel traffic interface has been developed, which allows the user to define a number of preferences within queries submitted to the same interface, such as distance from the Maltese shoreline of vessel records, typology of vessel, time window of requested vessel position records and whether vessel is anchored or in transit. The web-based interface provides operational ship position data for Maltese waters and historical equivalent data for the waters around the central Mediterranean island of Lampedusa and the ports of Augusta and Catania in Sicily. Outputs are generated as overlays on Google Maps, with the possibility of retrieving specific information (such as MMSI [Maritime Mobile Service Identity], ETA [Expected Arrival Time], vessel name, destination, vessel type, IMO number) on each ship position. A three-year-long AIS dataset for Maltese waters has been assessed through a MATLAB script in order to generate useful metadata (e.g. ship dimensions, speed, draught, direction) for different categories of shipping traffic in the form of visual plots and tables. The BIODIVALUE vessel traffic interface is a useful spatial tool to maritime stakeholders and decision-makers in the management of shipping traffic and its impacts by assisting in the identification of major shipping routes and characterisation of different bunkering areas.

Yao, J. and Tao, J., 2018. An Investigation of the Mixing and Exchange Characteristics in Tidal Channels of Radial Sand Ridges in the South Yellow Sea, China. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 136–140. Coconut Creek (Florida), ISSN 0749-0208.

A three-dimensional hydrodynamic model coupled with a Lagrangian particle tracking model was applied in the radial sand ridges (RSR) area of the South Yellow Sea to investigate the flow and mass exchange characteristics between different channels. The Xiyang (XY), Chenjiawucao (CJWC), Kushuiyang (KSY) and Huangshayang (HSY) channels were chosen to represent the channels in all directions. The results showed that during the neap tides at both the surface and bottom locations, the particles were limited in their respective channels characterized by similar reciprocating trajectories. During the spring tides, the particles moved along reciprocating straight lines or in a clockwise spiral. The vertical circulation and water exchange in the tidal channels were significant, coinciding with the movement patterns of the particles. The hydrodynamic characteristics of the RSR are responsible for the significant differences of the transport characteristics in different channels. The XY Channel is controlled by the reciprocating flow, while others are dominated by varying degrees of rotary flow. The special geomorphology also plays an important role. The outcomes of this study may provide theoretical support for environmental management regarding the RSR area.

Kang, H., Chun, I., and Oh, B., 2018. Estimation of the Depth of Closure Near Gangneung Port in Korea. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1361–1365. Coconut Creek (Florida), ISSN 0749-0208.

Various methods to cope with coastal erosion have been tried in the East Coast of Korea, among which the regional sediment management (RSM) is now being perceived as a very efficient way for managing limited sand resources in a macroscopic scale in both time and space. To apply RSM, it is necessary to set up the littoral cell, a control volume concept whose offshore boundary is given by the depth of closure (DOC). In this study, an independent littoral cell near Gangneung Port was set up, and a method to determine its DOC was proposed and applied utilizing the existing data of deep-water wave climate. Within the method, several formulas were tested, and the results showed that that the average DOC of the study area varied from 10 m to 52 m depending on sediment size, wave condition, and the formula used. Finally, the Hallermeier's formula of outer DOC was postulated to give a reasonable DOC of the Gangneung littoral cell.

Wang, W.; Huang L.; Ma, J.; Wei, Q., and Guo, Z., 2018. Optimizing the Number of Anchorages Based on Simulation Model of Port-channel-anchorage Composite System. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1366–1370. Coconut Creek (Florida), ISSN 0749-0208.

This paper establishes a progressive optimization-based simulation model for the port-channel-anchorage composite system based on two types of navigation rules for optimizing the number of anchorages. This model determine firstly the value range of the number of anchorages, then find the feasible combinations of the number of anchorages, and finally determine the best combination based on the analysis of comprehensive cost. By taking a large coastal port in China as a case port, this paper presents how to determine the number of anchorages for 300,000-ton berths based on two types of commonly used navigation rules. The case analysis shows that the change of the number of anchorages dedicated to one vessel type not only has a large direct effect on the number of vessels of this type waiting for anchoring, but also indirectly affect the number of vessels of other types waiting for anchoring. This paper also compares the performance differences of the two navigation rules.

Yoon, J.C. and Song, D.S., 2018. Preliminary Study for Detecting of Ocean Wave Parameters using CCD Images. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1371–1375. Coconut Creek (Florida), ISSN 0749-0208.

Recently, researchers have been developed the technology for monitoring in the coastal zone using a remote sensing to manage and analyze the beach processes. Many of these approaches translate the data model of beach process as a queue of avoidance of emergency situation in a beach, such as coastal erosion risk management. However, sensor-based approaches have a crucial limitation, which needs a high cost and has a worry about malfunction. To overcome these problems, a video-based beach monitoring system, which can analyze the wave periods and height, was introduced in this study. A CCD camera is one of best choice to monitor a movement of arbitrary behaviour, because it has a several benefits, especially it does not need high cost equipment, then other sensor-based approach relatively, and has a strong resistance to the external environment except for light. The ocean wave change in CCD image clips, when it reaches the shallow water contains an extreme discontinuity, especially a change in the shape of marine space. So our system extracted the contour of video patches in an each frame and then compared their shape using the seven Hu-moments. The Hu-moments constitute a measure of the similarity of the matrix form between video frames. The radial symmetric kernel was applied to the similarity matrix, which is able to express the wave period and height, respectively. The wave period, which was detected by the Hu-moments algorithm at the Gyoam Beach in Republic of Korea were compared with the wave information collected by an under-water pressure type wave meter. The results of this study confirm that the CCD camera with Hu-moments algorithm is applicable to detect wave period with a slight bias and, consequently, to clarify the complex characteristics of wave distribution and its temporal change.

Yoon, I.J., 2018. Perspectives of Government Officials and Professional Experts on the Hydrographic Surveying of Bathing Beaches in the Republic of Korea. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1376–1380. Coconut Creek (Florida), ISSN 0749-0208.

This study aimed to investigate and present stakeholders' perspectives on hydrographic surveys of bathing beaches in the Republic of Korea. Questionnaires targeting local government officials and hydrographic survey experts were designed, distributed, and collected. Hydrographic survey experts were found to be more supportive than local government officials towards the necessity for legally enforced beach boundaries with exact coordinates, survey-based decisions, participation of registered surveying businesses, and equal intervals of measuring lines. In contrast, local government officials were more supportive of voluntarily set beach boundaries, provision of technical guidance, and different intervals of measuring lines. These results indicate the existence of complicated dynamics and ambiguities surrounding hydrographic surveying in Korea. Overall, the survey answers were influenced by administrative responsibilities and relevant expertise. Based on these results, 98.2% of bathing beaches should require no more than 41 measuring lines, reducing the time and budget required for surveying. Following the passage of the Act on the Use and Management of Bathing Beaches in 2014, stakeholders are facing a paradigm shift in beach management with regard to natural conditions and the long-term development of bathing beaches.

Kum, B.-C.; Shin, D.-H.; Lee, J.H.; Moh, T.J.; Jang, S.; Lee, S.Y., and Cho, J.H., 2018. Monitoring Applications for Multifunctional Unmanned Surface Vehicles in Marine Coastal Environments. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1381–1385. Coconut Creek (Florida), ISSN 0749-0208.

This work investigates the application of unmanned surface vehicles (USVs) for the management of coastal environment. USVs are an important and highly accessible tool for operating in shallow and nearshore waters. Sea trials are used to test the maneuverability and bathymetric survey capabilities of USVs. The results show that USVs have the potential to be an integrative platform for surveying shallow water zones (rivers, estuaries, and coasts), which can be enhanced by installing various transducers and sensor modules. The advances in sensing technologies and microelectronics will lead to the miniaturization of sensors and devices resulting in the proliferation of USVs in the field of coastal management.

Sim, S.H. and Song, D.S., 2018. Evaluation of Cadastral Discrepancy and Continuous Cadastral Mapping in Coastal Zone using Unmanned Aerial Vehicle. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp.1386–1390. Coconut Creek (Florida), ISSN 0749-0208.

The coastal area is a national important interest in terms of conservation of the natural environment and the spatial utilization of the coast, such as the expansion of the national territory and the creation of the industrial complex in Korea. However, due to the detailed land registration in the coastal area is insufficient, when the land ownership dispute occurs in coastal areas, the solution such as the boundary determination is not properly suggested. Also, the coastal space has been recognized as a common space not owned by anyone, so that the registration of coastal land in the land registration ledger has been made passively. Recently, UAV surveying system and data modelling methods are now extensively available and suitable for cadastral mapping as they provide an economical benefit and scientific accuracy, which are related to time, low-cost and high-resolution data including ortho-images, point clouds, and digital surface models. In this study, we produced an ortho-image of the test study area, where is located in the Samcheok Beach, with the octocopter-typed UAV and compared with the existing serial cadastral map to evaluate the present status of cadastral boundaries in the coastal area. The overlay analysis results between the cadastral map and the UAV ortho-image showed that the enormous boundary inconsistence in the coastal area is revealed. Also, we carried out new cadastral mapping based on the UAV imagery, and evaluated the suitability of UAV ortho-image for updating cadastral maps in the waterfront zone and the residential zone at the Samcheok Beach area. As a result, it is possible to investigate the cadastral discrepancy of the existing serial cadastral map in a coastal area with the UAV ortho-image and it could be utilized in the cadastral resurveying project (CRP) for a coastal zone management.

Palginõmm, V.; Orviku, K.; Suursaar, Ü.; Kont, A.; Tõnisson, H., and Rivis, R., 2018. Lessons Learned from Record-High Storm Surges and Associated Inundations in Pärnu, SW Estonia. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1391–1395. Coconut Creek (Florida), ISSN 0749-0208.

Due to changes in atmospheric circulation and warmer winters, the frequency of strong westerly storms associated with high sea level in ice-free sea conditions has increased over the last half-century on the western coast of Estonia including in Pärnu City. During the last 50 years Pärnu has suffered from two remarkably high storm surges and associated inundations – in 1967 (2.53 m above mean sea level) and in 2005 (2.75 m). This paper addresses the problem of coastal floods in Pärnu, analyzing different action plans in order to protect the city against floods, which may get even more disastrous due to climate change induced sea level rise. Our analysis showed that application of adaptation measures seems to be the most reasonable option for Pärnu, while the expenses on building a protective dam exceeds the potentially avoidable losses. A managed retreat was not acceptable either because the city would lose its identity as a famous summer resort with excellent sandy beaches. Dissipation of storm surge water over adjacent low-lying uninhabited territories would not give any clear effect reducing the high water level only by 5 centimetres as maximum. In case of adapting to temporary extensive floods, a more efficient warning system and better communication between the authorities and the local people are needed.

Eem, S.H.; Yang B.J., and Jeon, H., 2018. Simplified Methodology for Urban Flood Damage Assessment at Building Scale using Open Data In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1396–1400. Coconut Creek (Florida), ISSN 0749-0208.

Flooding is a hazardous natural disaster that causes extensive damage to people and infrastructure, especially in cities. Since the content and scope of public data disclosed by each country and city differs, general flood damage assessment methods have not yet been developed. In other words, flood damage assessment methods need to be tailored to each city's public data. This study developed a methodology to easily estimate flood damage based on public data. The method can be applied to various situations and locations. The proposed urban flood damage assessment method uses a geographic information system (GIS) and open data at building scale to provide detailed damage information. Flooded areas are established using GIS, and building inundation heights are obtained from the flood map. Economical losses are derived from inundation data by calculating numbers of loss for residential buildings, industrial buildings, and human life. To validate the proposed method, a simulation using probabilistic flood map in the Masan Bay area, Republic of Korea, was conducted. In the simulation, recently published building and census data were used. The urban flood damage assessment was performed using a 200-year return period coastal flood scenario. The simulation results show that the proposed assessment method provides more detailed information on damage at the building level than regional scale damage assessment results. The results confirm the potential to improve policy decision-making and to reduce the detrimental impacts of urban flooding by adopting the proposed assessment method.

Nina S.-N. Lam.; Qiang, Y.; Li K.; Cai, H.; Zou, L., and Mihunov, V. 2018. Extending Resilience Assessment to Dynamic System Modeling: Perspectives on Human Dynamics and Climate Change Research. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1401–1405. Coconut Creek (Florida), ISSN 0749-0208.

It is widely known that the same type and strength of hazard could lead to very uneven impacts on different communities due to their varying vulnerability and resilience capacity. Hence, identifying the factors that make a community more resilient to hazards is critical to its sustainability and is central to climate change research and planning. This paper addresses three questions: what is the best way to measure community resilience to disasters and how to identify the key indicators? How do the resilience indicators dynamically interact in a quantitative manner that would lead to long-term resilience? And how can we translate the scientific results into practical tools for decision making? Using the population change pattern in the Mississippi River Delta as a case study, this paper demonstrates the use of a relatively new resilience assessment method called the Resilience Inference Measurement (RIM) method to measure resilience. Then, a newly developed spatial dynamic model is used to simulate population changes in the study area. The results show that without any changes in the current condition, the coastal portion of the study area will continue to suffer population loss and the region is unlikely to sustain in the future.

Gerrity, B.; Phillips, M.R., and Chambers, C., 2018. Applying a Coastal Vulnerability Index to San Mateo County: Implications for Shoreline Management In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1406–1410. Coconut Creek (Florida), ISSN 0749-0208.

Climate change will cause increased coastal erosion and flooding along vulnerable shorelines and, therefore, to assess risk along the coastline and bayline of San Mateo County, a coastal vulnerability index (CVI) was used. San Mateo County is on a peninsula between the Pacific Ocean and San Francisco Bay, and therefore has both bay and ocean shorelines. The CVI measured physical parameters such as beach width, distance to 20 meter isobath, distance of vegetation behind the back beach, dune width and percentage rocky outcrop in order to produce relative vulnerabilities along both ocean and bay shorelines. Results found significant differences between overall vulnerabilities of the coastside and the bayside, which are important because governing bodies that manage San Mateo County are responsible for decision making on both sides. For example, when assessing distance to the 20 meter isobath, the coastside has several sites where it is very close to the shoreline, whereas the 20 meter isobath does not exist on the bayside because San Francisco Bay is very shallow adjacent to San Mateo County. The ramifications of this is that the bayside could be less vulnerable to storm powered wave damage compared to the coastside but is more vulnerable to flooding from sea level rise. Other findings revealed that the lack of sand dunes and beaches on the bayside will make the bayside more vulnerable to damage from wind waves, sea level rise or king tide events. San Mateo County does not have many areas with a high percentage of rocky outcrop on either bayside or coastside. This suggests that the San Mateo shoreline as a whole is vulnerable to waves since they will be breaking on weaker shore geology. Vulnerabilities are also compared with media coverage of property loss following recent storms with challenges faced by governing bodies identified.

Nguyen, Q.C.; Ian, D.G.; Mortlock R.T., and Gallop L.S., 2018. The influence of wind on hydrodynamic processes in Robbins Passage, Tasmania, Australia. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 141–145. Coconut Creek (Florida), ISSN 0749-0208.

Understanding the hydrodynamic conditions in tidal inlets is vital for sustainable coastal management and structural design such as of harbours, sluices and dykes. The development and evolution of tidal inlets is due mainly to the interaction between tidal currents, longshore currents, waves and river flow with sediment transport. In addition, wind also plays an important role by generating local wind-waves that control the near-surface and also by its influence on water circulation. Robbins Passage is located off the far northwest of Tasmania, Australia. Robbins Passage is sheltered from swell, wave actions and uniquely oriented east-west, thus making it open to opposing wind directions and synoptic climate patterns. This study investigates the effect of wind on the hydrodynamic processes operating in Robbins Passage tidal inlet, using a two-dimensional flow model (MIKE21 HD) with high-resolution LiDAR-derived bathymetry. The simulated water levels were compared to water level observations at the eastern and western entrances of the inlet. Results from the calibrated model indicated that the model reproduces hydrodynamic conditions reasonably well (R² = 0.89, RMSE = 0.09 at Kangaroo and R² = 0.84, RMSE = 0.12 at Howie station). Results suggested that water level variations depend largely on wind direction. A shift in the predominant wind direction from Easterly to Westerly can change the tidal inlet regime from flood-dominated to ebb-dominated. Model results also indicate that a westerly wind stress can accelerate the ebb current and decrease water levels inside the inlet by up to 20% compared to easterly wind forcing, independent of tide. This may have implications for the hydrodynamic response of tidal inlets to changes in regional wind patterns predicted for the Southern Hemisphere mid-latitude tidal inlets.

Phillips, M.R.; Jones, A., and Thomas, T., 2018. Climate Change, Coastal Management and Acceptable Risk: Consequences for Tourism. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1411–1415. Coconut Creek (Florida), ISSN 0749-0208.

An evaluation of the present day status of a coastline is fundamental in deciding whether to actively manage or to refrain from intervention. Unfortunately, with climate change and assessments of acceptable risk based on ongoing costs to defend, decisions need to be taken that reduce difficult and expensive decisions for future generations, i.e. sustainable management of the shoreline. The coastline provides economic opportunities, and tourism is one of the main stakeholders at risk from managed retreat and no active intervention decisions. Therefore, which aspect of risk takes priority, as barriers to effective Integrated Coastal Zone Management (ICZM) are inadequate capacity and finance? This paper shows the consequences of taking ‘managed retreat’ and ‘no active intervention’ decisions with no implementation strategy in place. The economic consequences for coastal stakeholders does not only include loss of tourism income but also assets and residential properties. Established processes for establishing risk and evidence gathering are questioned with recommendations for future strategies made. Subsequently, arguments are put forward that initial large scale assessments should be supplemented by smaller scale studies when decisions of ‘managed retreat’ and ‘no active intervention’ are proposed. Assessments should also include costs of lost business and infrastructure.

Reshma, K.N. and Murali, R.M., 2018. Current Status and Decadal Growth Analysis of Krishna - Godavari Regions using Remote Sensing. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1416–1420. Coconut Creek (Florida), ISSN 0749-0208.

Demarcation and continuous monitoring of shorelines are essential for understanding the dynamic nature and processes of the coastal areas. Shorelines of delta regions are ecologically and economically sensitive and dynamic. Changes in the environmental conditions and human interference affect the balance of delta's morphology. As delta areas are severely disturbed by natural as well as anthropogenic factors, it is essential to study the current status and their growth pattern. This study focuses on the decadal change analysis of Krishna-Godavari delta region on the east coast of India from 1973 to 2014 using satellite data. Advanced remote sensing and GIS technology along with statistical tools are efficient to study the changes in the delta. Results show that the major accretion over these areas is due to the growth in the geomorphological landforms like spits and bars. It is observed from the 40 years of analysis over Godavari delta river mouths; Nilarevu (−781m), Gautami (−2.2 km), Vainateyam (−463 m) and Vasishta (−320 m) are under erosion. During 1973–1993, Gautami and Vasishta river mouths showed higher erosion of 1.6 km and 1.4 km whereas Nilarevu mouth marked 972.6 m of accretion. High erosion was observed in the northern part of the Krishna delta due to the reduction in the size of the spit and high accretion in the southern part of the delta during the period between 1973 and 2014. It is inferred that surface coastal current pattern during monsoon and post-monsoon in Krishna delta support the growth of a spit in the south-western direction. This study has brought out the current status and growth patterns of Krishna-Godavari delta in last few decades. This kind of study helps in proper management and planning of the coast which requires accurate knowledge about the endurance of the area.

Portz, L.; Manzolli, R.P., and Garzon, N., 2018. Management Priorities in San Andres Island Beaches, Colombia: Associated Risks. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1421–1425. Coconut Creek (Florida), ISSN 0749-0208.

San Andres is a touristic island located in the Seaflower Biosphere Reserve, Colombian Caribbean. The island reflects the current territorial dynamics, and economic development. These create significant changes that have been affecting its natural characteristics. The present study analyses the evolution of the landscape characteristics and beach litter situation at 17 points (sandy beaches/rocky shores). The amount and source of waste are different between the tourist beaches (excellent), non-tourist beaches (poor), and rocky shores (good), and correspond to human activities related to beach use and irregular disposal. Solid waste can be observed on trails, footbridges, vacant lots, and especially on non-tourist beaches. Beaches located farthest away from the island's touristic center are the most affected by litter, which puts tourists seeking beaches with a lower tourist density and local people at risk. These non-tourist beaches are considered improper due to the amount of hazardous solid waste present, including glass, even though they have coastal scenario values that are similar to the popular tourist beaches. The environmental management of the island should prioritize all the island beaches considering the fact that environmental quality reflects the growing social and environmental concerns of tourists when choosing their destinations.

Choi, J.Y.; Kim, S.H.; Won, E.-J.; Yang, D.B.; Chung, C.S.; Kim, K.; Choi, K.Y.; Ra, K.; Kim, K.-T.; Yim, J.Y.; Lim, C.W., and Hong, G.H., 2018. A Study of the Contaminated Sediment Management System in Korea, with Suggestions for Improvement. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1426–1430. Coconut Creek (Florida), ISSN 0749-0208.

Coastal sediment management, particularly the remediation and sustainable use of dredged contaminated marine sediments, is a critical issue in Korea as it is around the world. Since 1988, the Korean Ministry of Oceans and Fisheries has been conducting projects to clean up contaminated marine sediments. The objective of this study was to analyze the management of Korea's coastal sediments and investigate how the Contaminated Sediment Management System (CSMS) could be improved, so as to strengthen the sustainability of the clean-up projects. The state of the CSMS was diagnosed and improvements were developed by reviewing relevant research, interviewing field experts, and holding meetings with researchers, specialists, and government officials. These improvements were aimed at 1) developing a sustainable and practical CSMS and 2) strengthening the responsibility of local governments for managing coastal pollution.

Gang, Y.; Choi, J.Y.; Ra, K.; Lee, K.-W.; Chung, C.-S.; Kim, K., and Won, E.-J. 2018. Biological Impact Assessment of Sediments:A Preliminary Study for Using Pore Water and Elutriate as Exposure Media. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1431–1435. Coconut Creek (Florida), ISSN 0749-0208.

Biological impact assessment is required for the management of polluted sediment. Several bioassays have been performed on polluted sediment. Direct exposure to sediments is one method for evaluation of sediment toxicity and risks. However, this approach has difficulty with control of feeding and the effect on organisms. Furthermore, only macro-organisms and benthic organisms are used. In this study, we evaluate pore water and sediment elutriate as alternative media for assessing sediments. To evaluate the potential of these two alternative media, two different species of copepods with a short life cycle and ease of maintenance were each exposed to pore water and elutriate. Mortality and mRNA expression were measured in each sample. In chemical analysis, both alternative media showed much lower concentrations than the total sample. The whole sediment exposure method did not affect the mortality of the two copepods, and even resulted in enhanced hatching compared to others. The elutriate of sediments also did not cause mortality. However, pore water showed significant alterations of mRNA expression even at 24h exposure with a dose-dependent relationship. The exposure test using pore water and elutriate may provide an effective chance to assess toxicity by reducing sampling difficulties, although further studies are required to obtain more abundant data for future applications.

Zhang, X.;Wu Q.Y., and Chen Y.X., 2018. Multiple Satellite Image Data Coordinative Computation Technology and Application in Coast Region. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1436–1440. Coconut Creek (Florida), ISSN 0749-0208.

Remote sensing data from different sensors have different advantages in wave band, space resolution, time resolution, imaging mode and different adaptabilities. The ecological environment and dynamic change monitoring of coast zones requires mutual image data coordinative computation. First, the earth observation net is introduced which can provide the cooperative observation ability. Second, this paper studies coordinative computing method of multi-source images which integrates multiple imaging advantages. This paper tests fine extraction and quantitative computing for pattern patches of the non-point source polluted scenery centralized layout in the coast zone, Fujian province, China. The results show that this method improves spatio-temporal recognition precision and quantitation precision.

Vizcaíno, E.; Esteban, M.D.; López-Gutiérrez, J.S., and Negro, V., 2018. Surveys Applied to the Improvements of Beaches. Case Studies: Las Canteras, Hoya Pozuelo and Salinetas (Gran Canaria Island, Spain). In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1441–1445. Coconut Creek (Florida), ISSN 0749-0208.

In numerous countries, beaches are essential for the attraction of tourism. The users of the beaches are becoming more demanding in terms of their expectations of the state and quality of beaches and their surrounding environment. The current trend in engineering is to listen carefully to the opinions of users to take them into account in decision-making. The consideration of sociological studies based on surveys is already contemplated in beaches. Generally, the design of the survey is done individually for each beach, which prevents a simple comparison between different beaches. The research referred to in this abstract has sought to resolve this issue. This research has focused on the island of Gran Canaria (Spain), where beach tourism is essential within the island economy. The beaches analyzed are: Las Canteras, Hoya Pozuelo and Salinetas. Firstly, an analysis of the survey techniques has been developed, and how it has been applied to beaches. The research includes a technical study from the point of view of coastal engineering. A specific survey has been developed, which has subsequently allowed a field work to be carried out, with results of around 450 surveys. The statistical study of the results of the surveys has allowed analyzing the answers of each one of the questions in each beach, to later compare the three beaches. As a result of the analysis of the surveys, but also of the engineering study of the beaches included in this research, a strategy of improvement of each one of the beaches has been proposed with the aim of achieving greater user satisfaction. It is therefore a case to ben be taken as an example for the future when looking for synergies between engineering studies and sociology.

Muthusankar, G.; Proisy, C.; Balasubramanian, D.; Bautès, N.; Bhalla, R S.; Mathevet, R.; Ricout, A.; Senthil Babu, D., and Vasudevan, S., 2018. When socio-economic plans exacerbate vulnerability to physical coastal processes on the south east coast of India. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1446–1450. Coconut Creek (Florida), ISSN 0749-0208.

Industrial and urban development along the coast may exacerbate the changes induced by oceano-climatic processes to such an extent that the coast becomes uninhabitable. This paper presents a baseline study carried out on the 360 km-long Coromandel coast of Tamil Nadu's (TN) Bay of Bengal coast, Southeast India. About 30% of the 72 million inhabitants of the state of TN live in low-lying coastal areas within a variety of ecosystems such as sandy beaches and dunes, wetlands, mudflats and mangroves. Exponential demographic growth combines with dense urban agglomerations, ever-growing industrial and harbour areas, aquaculture and luxury tourism expansion increasing vulnerabilities to coastal erosion and extreme meteorological events. We report here how very high spatial resolution satellite (VHSRS) images, freely provided by Google Earth® engine or from the public database offered by GIS software, may be used to impartially and significantly survey coastal land cover (LC) transformations at fine scales over a number of years using preliminary visual interpretation. The study also gathered demographic data, historical records on strength and trajectories of the cyclones that have hit the TN coast since 1900, and decadal series of daily ERA-Interim/ECMWF waves and Mercator-Ocean oceanic currents. Our results demonstrate a tangle of environmental and human activities and situations subject to specific coastal hazards, particularly severe during the Northeast monsoon season. The potential risks for coastal ecosystems and local communities are finally discussed.

Lee, G.S.; Cho, H.Y., and An, S.M., 2018. Thermal Stratification Modeling in the Inner Coastal Bays. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1451–1455. Coconut Creek (Florida), ISSN 0749-0208.

Hypoxia occurs repeatedly when water quality deterioration and damage to the aquaculture industry are reported in coastal inner bays. In general, hypoxia occurs when stratification develops, and the oxygen consumption rate of the water layers and sediment increases. Therefore, prediction of hypoxic water masses affecting the survival of marine benthos should be preceded by a stratification prediction. In this study, stratification at Dang-dong bay, the inner bay of Jinhae Bay located on the southern coast of Korea, was investigated using a vertical eddy diffusion model focused on the heat budget at the water surface. Air temperature, wind speed, vapor pressure, and duration of sunshine were used for this numerical model calculation. Simulation results show that the model simulates annual temperature changes and stratification well, and the root mean squared (RMS) error is calculated as 1.31°C. The annual changes in water temperature were influenced by solar radiation, evaporation heat, long wave radiation energy, and the contribution of sensible heat was relatively small. It was confirmed that the water temperature in the inner bays, such as Dang-dong bay, is dominated by the heat flux at the water surface rather than the tidal flow. The model proposed in this study can be used for predicting the occurrence of hypoxia by simulating the thermal stratification in coastal areas using only weather input data.

Jeong, H.; Ra, K.; Kim, K.-T.; Kim, E.-S.; Lee, S.-Y., and Choi, M.-S. 2018. Tracing the pollution source using Pb isotopes in sediments of the coastal region surrounding the national industrial complex, Korea. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1456–1460. Coconut Creek (Florida), ISSN 0749-0208.

166 sediment samples from Ulsan Bay and Shihwa Lake that is special management sea area were collected in 2014 not only to study the spatial distribution and pollution assessment of Pb but also to identify anthropogenic pollutions for Pb isotopes. The mean Pb concentrations of road-deposited sediments were higher than those of stream and coastal sediments in the study area. In all sediment samples, Ulsan showed an average concentration of 2 to 4 times higher than that of Shihwa. Pb concentrations in coastal sediments of more than 50 % were below the threshold effect level (TEL) of Korean marine sediment quality guidelines. The high exceedance of probable effect levels (PEL) showed in large harbors and near industrial facilities. Road-deposited sediments in Ulsan and Shihwa exceeded the class 2 (potentially toxic to benthic organisms) of Korean freshwater sediment quality guidelines. For both study areas, Pb isotope ratios tend to decrease with increasing Pb concentrations in sediments. In the case of Ulsan, high concentrations and low ²⁰⁶Pb/²⁰⁷Pb isotopic ratios were observed nearby the smelter and lead ore import harbor, indicating that Pb was released into the road surface during transportation using the vehicle and then moved to the marine area through the stream. However, Shihwa has a lot of small facilities (>19,000), it is difficult to clearly identify Pb pollution sources.

Pellerin Le Bas, X. and Levoy, F., 2018. Bar migrations on a macrotidal ebb delta over a period of six years using LiDAR survey. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 146–150. Coconut Creek (Florida), ISSN 0749-0208.

The migration rates of two swash bars on an ebb delta are studied in a macrotidal environment. A dataset of 12 LiDAR surveys, from 2011 to 2017 is used to compute the movement of the swash bar crests using Digital Shoreline Analysis System (DSAS) version 4.3. Hydrodynamic data are acquired near the ebb-tidal delta during the same period. The relationship between bar migration rate and wave energy flux is analyzed. The correlation is high (r² = 0.71), but a specific migration rate of the two bars weaken this result. Furthermore, the two swash bars have two different behaviors under the same hydrodynamic conditions. Other analyses are conducted concerning the relationships between the migration of the bar and its volume or the water depth. The correlations are too weak to explain the different behaviors of the bars. Another parameter is highlighted, the number of swash bars in the immediate vicinity of the two bars.

Oh, H.M.; Hwang, S.M.; Kim, S.M.; Kang, T.S.; and Jeong, K.Y., 2018. Systematic Coastal Field Survey Method and Coastal Structures Management Status in the Korean Coast. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1461–1465. Coconut Creek (Florida), ISSN 0749-0208.

This study analyzes the management status of the Korean coastal structures and suggests coastal field survey methods for a more efficient and systematic coastal management. In order to maximize efficiency, the coastal field survey was divided into three steps. On Survey (I), the topography, structures, industrial structure and etc. were surveyed by using various thematic maps and afterwards the target sites for Survey (II) were chosen. On Survey (II), by visiting the target sites firsthand, the exteriors of terrains, coastal concrete structures were examined, and local residents were interviewed. On Survey (III), timeworn structures that clearly needed maintenance and structures that had more than two faults - cracks, rebar exposure, loss and subsidence -, which were identified during Survey (II), had the round hardness test using the Schmidt hammer. Based on the compressive strength results from the test, all structures were classified into five numerical grades As a result of Survey (I), 2,861 sites for Survey (II) were chosen. Results of Survey (II) identified target structures for Survey (III): 10 in Gangwon (8%), 35 in Gyeongnam (5%), 12 in Gyeongbuk (6%), 10 in Busan (7%), 0 in Ulsan (0%), 22 in Incheon & Gyeonggi (14%), 145 in Jeonnam (14%), 13 in Jeonbuk (19%), 5 in Jeju (3%), 51 in Chungnam (22%). According to the Survey (III) results, 85.2% of the target structures were classified as grade 4 or 5, therefore demonstrating that the three step survey method in this study is appropriate and accurate. This survey method could improve the efficiency of coastal management.

Choi, Y.E.; Jin, J. Y.; Chang, Y. S.,; Jang, B., and Chon, J., 2018. Role of Official Development Assistance in Enhancing Resilient Coastal Community in Small Island Developing States. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1466–1470. Coconut Creek (Florida), ISSN 0749-0208.

The purpose of this study was to discuss the role of official development assistance (ODA) in improving the resilience of coastal communities through a case study of a marine science cooperation project supported by Korea International Cooperation Agency for Caribbean small-island developing states (SIDS). Resilience characteristics (social-technological-environmental domain, spatial scale, transformability, adaptability, and self-organizing ability) were examined. As a result of the scale-domain matrix and cascading effect analysis, this project formed a multi-level governance model and attracted voluntary participation from various stakeholders. The role of this project to improve the resilience of the Caribbean was spatially extended from fisheries and coastal tourism infrastructure to coastal communities, regions, countries, and Caribbean Islands. Regarding aspects of transformability, adaptability, and self-organizing, a coastal expert group (Korea Institute of Ocean Science and Technology) and an educational institution (University of the West Indies) formed a network to provide training programs that enable countries to acquire coastline monitoring technology and adapt and transit on their own. This study holds significance in terms of providing directions to future ODA projects to improve sustainable development of SIDS and quality of life of coastal inhabitants.

Min, S.-H.; Park, M.-O.; Kim, S.-W.; Han, I-S.; Kim, W., and Park, Y-J., 2018. Using GOCI Data for Detection of Coastal Upwelling at East/Japan Sea. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1471–1475. Coconut Creek (Florida), ISSN 0749-0208.

Recently emergence of cold water from coastal upwelling has caused frequent damages to the coastal aquaculture along the southeast coast of Korea. So, the necessity of early forecasting of cold water using satellite data has emerged. Coastal upwelling generally detected by meteorological satellites of sea surface temperature (SST) data. However, this study tries to seek a possibility of use of ocean color satellite data to find the cold water, by Chromophoric dissolved organic matter (CDOM) concentration of upwelled cold water. The concentration of CDOM will change if coastal upwelling occurs. That could be observed through the ocean color sensor. 2017 summer, SST and CDOM concentrations in the in-situ and satellite data were matched up, when coastal upwelling occurred. As a result, SST and CDOM were correlated positively in coastal area, meanwhile negative correlation was found in off shore. When upwelling occurs, it is considered that high concentration of CDOM on the coast and subsurface flow to the off shore along with cold middle water, and then relatively low CDOM is supplied.

S.S.K, Chandrasekara.; Uranchimeg, S.; Kwon, H-H., and Lee, S-O., 2018. Coastal Flood Disaster in Sri Lanka-May 2017: Exploring Distributional Changes in Rainfall and Their Impacts on Flood Risk. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1476–1480. Coconut Creek (Florida), ISSN 0749-0208.

Coastal communities, their livelihoods, and the coastal ecosystems of Sri Lanka are vulnerable to extreme rainfall events. In May 2017, the southern and southwestern coastal regions of Sri Lanka experienced devastating floods, which caused nearly 122 deaths. In light of this, exploring distributional changes in extreme rainfall series recorded across Sri Lanka are crucial to understand flood risk in the context of climate variability and change. This study was focused on investigating possible distributional changes in annual maximum daily rainfall (ADMR) over time for the affected coastal regions in Sri Lanka using a quantile regression approach in a Bayesian framework. A simplified nine–category distributional change scheme based on the empirical probability density functions of two years (i.e., the first year and the last year) was used to determine the distributional changes in ADMR. This study examined the trends of ADMRs for seven stations in coastal regions of Sri Lanka for the period of 1960 – 2015. Three categories in terms of distributional change in ADMR were identified for these regions. One station showed an upward trend in distributional change in ADMR, which could indicate high probability of extreme rainfall. The rest of the stations showed a downward trend in the quantiles, which could indicate low probability of extreme rainfall. Further discussion of the possible reasons for the occurrence of the coastal flood disaster in May 2017 in Sri Lanka is provided below.

Lim, J.-H.; Lee, S.H.; Park, J.; Lee, J.; Yoon, J.-E., and Kim, I.-N, 2018. Coastal Hypoxia in the Jinhae Bay, South Korea: Mechanism, Spatiotemporal Variation, and Implications (based on 2011 survey). In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1481–1485. Coconut Creek (Florida), ISSN 0749-0208.

Hypoxia (dissolved oxygen ≤2 mg L⁻¹), which occurs frequently in coastal regions due to eutrophication, is a serious environmental problem in marine ecosystems. The areal extent of hypoxic regions has increased globally in recent decades. Jinhae Bay (JB) on the southeastern coast of South Korea has suffered from seasonal hypoxia due to increased anthropogenic activities since the 1970s. However, no intensive study has examined hypoxia in JB, although it is a scientific, social, and economic concern. We conducted monthly hydrographic surveys of JB in 2011 and present the mechanism of the hypoxia and its spatiotemporal variation there. The advent of hypoxic waters in the JB was initiated locally by the combination of developing stratification and increased benthic (bottom waters sediments zone) remineralization in early June. From mid-July to early September, the hypoxia extended to the entire region, despite constant organic matter content in the benthic layer, due mainly to strong stratification, resulting in stagnant water circulation. During September, the hypoxia was maintained by a combination of physical and biogeochemical effects, although the areal extent of the hypoxic regions was substantially reduced. Overall, the hypoxia was present from early June until late September, with monthly spatiotemporal variation. The hypoxic waters tended to have low pH values, indicating an association with coastal acidification. JB, a small coastal region, suffers from serious environmental problems that urgently need our attention.

Hu, C.; You, Z-J.; Mao, H-y., and Hu, X-m., 2018. Assessing Impacts of Large-scale Coastal Land Reclamation on Marine Environment on the Coast of China. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1486–1490. Coconut Creek (Florida), ISSN 0749-0208.

Coastal land reclamation increases at a high speed on the coast of China in the last few decades. It is estimated that nearly 65% of tidal flats around the Yellow Sea of China have been reclaimed. This study is to undertake a comprehensive study of the coastal land reclamation in China by analyzing the coverage area of index system and the determination method of weight. In order to undertake the comprehensive evaluation, a new assessment method is also developed by combining the analytic hierarchy process(AHP) with the Delphi method. The Multi Indexing model for assessing impacts of land reclamation project on marine environment has been established. The weight for multi indexes has been obtained based on the AHP and Delphi methods. The evaluation standard for assessing impacts of reclamation project on marine environment is also proposed. With these new standards, the newly developed model has been applied to undertake a case study for a large-scale land reclamation project at a coastal site of Caofeidian located in the center of Bohai Bay.

Kim, J., 2018. Web-based Geovisualization System of Oceanographic Information Using Dynamic Particles and HTML5. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1491–1495. Coconut Creek (Florida), ISSN 0749-0208.

A web-based geovisualization system of oceanographic information using dynamic particles and HTML5 has been established to address the limitations of the existing Web-GIS based oceanographic information system. The limitations include systematic scalability, slow service speed, a non-standard internet web environment, poor user accessibility and interactivity, and spatial and temporal variability visualization. Importantly, spatial observation data through remote sensing and 3D numerical modeling data are oceanographic data having spatial and temporal variability. Such data are heterogeneous, large capacity, and multidimensional and are based on geographic information. In order to understand intuitively and analyze effectively, dynamic particles were applied to visualize the spatial and temporal variability. This paper introduces the oceanographic information geovisualization system, in which the information inquiry and analysis functions are implemented using open libraries such as HTML5, WebGL, Canvas, D3, and Leaflet map, which are next generation Web platform standards for multimedia service and map with location service.

Kench, P.S.; Ryan, E.J.; Owen, S.; Bell, R.; Lawrence, J.; Glavovic, B.; Blackett, P.; Becker, J.; Schneider, P.; Allis, M.; Dickson, M., and Rennie, H.G. 2018. Co-creating resilience solutions to coastal hazards through an interdisciplinary research project in New Zealand, In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1496–1500. Coconut Creek (Florida), ISSN 0749-0208.

Coastal communities ‘living at the edge’ face intensification and acceleration of coastal hazard risk in the face of climate change. Communities will need to be adaptive in reducing these risks now and over long timeframes. Developing coastal hazard adaptation pathways requires co-production of interdisciplinary knowledge between scientists, policy makers and communities. However, there remains little guidance and limited dialogue about the research practices and frameworks that underpin co-created research. In a first for New Zealand, a co-created research programme is underway titled ‘Living at the Edge’ that aims to improve the resilience of coastal communities to coastal hazards. This paper provides novel insights into the complexities underpinning the formative stages of co-created research, drawing on practical experience from the Living at the Edge project. We explore the enablers and shapers that led to co-created shifts in the research project objectives and framework. Notions of integration, trust, and flexibility are three fundamental aspects that influenced the early stages of co-creation. The importance of bridging interactions with actors early on in co-created projects is exemplified.

Shim, W.J. and Kim, C.W., 2018. The necessity of coastal management in Busan Considering human and natural conditions: The case of barrier islands in Nakdong-estuary. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp.1501–1505. Coconut Creek (Florida), ISSN 0749-0208.

The Busan coasts have complex natural and human conditions including dynamic coastal, river processes and human activities. These complex natural and human factors have had direct and indirect impacts on the coastal areas of Busan, so a spatially integrated approach for management is required. Especially, the barrier islands located in the Nakdong River estuary are proper examples that show the effect of the sediment budget as natural and human conditions. This research aims to identify the effects of natural and human conditions on the barrier islands. The area of the barrier islands, sediment budget from the watershed, the amount of dredging at Nakdong-Estuarine-Dam and land use coverage were compared using correlation analysis. The more sediment eroded from watershed and the less sediment was dredged at Nakdong-Estuarine-Dam, the larger area of the barrier islands. This indicates that boundary conditions such as the supply of sediment from the rivers are related to the barrier islands; thus river and watershed management are important. Regarding land use, used and barren areas are positively correlated with the barrier islands, but water, forests and agricultural lands are negatively correlated. Internal factors within Busan, such as coastal modifications and urban growth, are affecting coastal dynamics, which change the sediment budget. These results show that the barrier islands sensitively respond to boundary conditions from the river and watershed and to internal conditions such as shoreline management and development. Therefore, for the effective management of Busan's coasts, it is necessary to consider how natural and human conditions interact spatially.

Kim, Y.H.; Sugarman, D.E.; Kim, H.C.; Son, S.; Ha, H.K.; Chang, W.K.; Han, K.W., and Ryu, J., 2018. Implementation of a Numerical Model of Metals for Total Maximum Daily Loads (TMDLs) in Onsan Harbor, Korea. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1506–1510. Coconut Creek (Florida), ISSN 0749-0208.

Accumulation of heavy metals has been one of fundamental environmental concerns for many coastal and estuarine systems, which can be directly influenced by contaminants loading from land. Onsan Harbor, Korea, surrounded by Onsan National Industrial Complex, shows high concentration of heavy metals in the seabed sediments. In order to establish proper environmental management plan for Onsan Harbor, the implementation of a Total Maximum Daily Loads (TMDL) was proposed. As a part of TMDL for metals, numerical model has been developed to evaluate metal fluxes into the Onsan harbor.

A bathtub model for four different metals, including Copper, Zinc, Lead, and Mercury, was implemented in Onsan harbor. To supply data for boundary conditions and model calibration, extensive monitoring programs were conducted in the study area for past three years, between 2014 and 2016. The data from the monitoring programs includes freshwater discharge rate, load of metals from streams and tributaries, concentration of dissolved and particulate metals in water and sediments, sedimentation rates, and current velocities. The model was calibrated and validated with these monitoring data and other public data sets, and the results confirm high performance of the metal TMDL model in Onsan Harbor system. To evaluate numeric targets of the TMDL for metals, more than 100 scenarios were simulated with the well-calibrated model. The results show that (1) after the reduction of 10% loading from the present level, the copper concentration in sediments will be lower than Probable Effects Level (PEL) within 12 years, and (2) after the reduction of 10% zinc loading, the zinc concentration in sediments will be lower than PEL in 17 years.

Zhou, Z.; Chen, L.Y.; Townend, I.; Coco, G.; Friedrichs, C., and Zhang C.K., 2018. Revisiting the relationship between tidal asymmetry and basin morphology: A comparison between 1D and 2D models. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 151–155. Coconut Creek (Florida), ISSN 0749-0208.

Tidal basin morphology is strongly dependent on the condition of tidal asymmetry which may result in either net import (flood-dominance) or export (ebb-dominance) of sediment. Based on the one-dimensional (1D) shallow water equations, various stability relationships have been developed linking tidal parameters with basin geometry. This study revisits the widely used numerical stability relationship developed by Friedrichs and Aubrey (1988), using a 2D depth-averaged model which is able to describe a more extensive flow field and more realistic bathymetries. Model comparison between 1D and 2D models indicates that excluding or including intertidal areas as a momentum-conveying component can highly affect the tidal velocity distribution and magnitude, particularly when the relative water depth is large (i.e., the ratio between tidal amplitude and mean water depth is small). Meanwhile, the tidal distortion parameters (relative tidal phase 2M₂-M₄ and tidal amplitude ratio M₄/M₂) derived from the 2D model appear to be more strongly controlled by the relative water depth (a/h) than that in the 1D model. Further research can be devoted to developing more generic stability relationships which can be applied in a more quantitative manner.

Chang, J.-I.; Choi, H.-J., and Choi, S., 2018. Challenges of Coastal Use Fee and Levy System in Korea. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1511–1515. Coconut Creek (Florida), ISSN 0749-0208.

Economic incentives in coastal management aim to prevent a coastal zone from being damaged or abused by the activities of specific users, and to induce socio-economically sustainable use of the coastal zone. The Korean marine environment budget was about 200 billion KRW in 2015, but the amount collected annually through marine environmental levies was only 8 billion KRW (by the income of the fisheries development fund in 2014). The levied amount from coastal users is significantly lower than the negative external effects (such as environmental damage) caused by marine use. Therefore, it is necessary to improve the use fee and levy system such that it can contribute to a socially desirable marine utilization level and secure finance for governmental coastal management. The performances and problems of the current coastal use fee and levy system in Korea were analyzed through case studies over 10 years and advanced alternatives based on ecosystem services and regulatory efficiency were made. The results provide suggestions for the improvement of the present coastal use fee and levy system.

Kang, Y.K. and An, S.H., 2018. Development of New Coastal Erosion Countermeasure Using Wave Energy Control Method. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1516–1520. Coconut Creek (Florida), ISSN 0749-0208.

Coastal erosion has become a social issue around the world, including Korea. A Considerable number of coastal erosions have occurred along the East Sea in Korea, primarily caused by port and harbor developments. Countermeasures have generally utilized wave breaks with wide–low–crest submerged breakwater (so-called artificial reefs), which are coastal constructions emulating the wave absorbing effect of natural reefs with good wave–protection performance. However, these result in secondary damages such as scouring near openings and erosion towards the rear because of strong currents generated by wave setups. This study suggests a new countermeasure for coastal erosion by controlling wave energy differentiated by incident wave, i.e., wave direction control method (WDCM) to prevent the critical coastal erosion expected from a massive harbor expansion project planned along the east coast of Korea. The WDCM attempts to balance disparities in wave energy caused by harbor expansion to restrain imbalanced wave energies that result in imbalanced littoral drift. To accomplish this purpose, low crest structures are obliquely deployed at 250–300 m from the coastline to manipulate the wave energy by modulating incident wave direction. This new deployment method avoids excessive interference with the incident waves, and prevents resilience by leaving cross-shore sediment transport unhindered. In order to determine the effectiveness of the proposed WDCM, numerical computations were conducted evaluating its performance regarding coastal erosion prevention.

Sorensen, C.; Knudsen, P.; Sorensen, P.; Damgaard, T.; Molgaard, M.R., and Jensen, J., 2018. Rethinking Coastal Community Approaches to Climate Change Impacts and Adaptation. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp.1521–1525. Coconut Creek (Florida), ISSN 0749-0208.

Low-lying coastal communities face almost insurmountable challenges from floods and climate change. Research work on adaptation and mitigation particularly emphasizes on cities and mega-cities as a natural consequence of their agglomeration of people and assets. Less focus is put on smaller coastal communities and their challenges, one of which is a lack of local expertise and knowledge. Adaptation to climate change is often a local governance level task, however. Co-work between municipal and national authorities, the utility company, research, business, consultants and citizens has resulted in a common framework to address and deal with water-related challenges in a Danish coastal community. From an assessment of combined impacts of climate change (i.e. sea level rise and storm surges, precipitation and cloudbursts and associated groundwater level responses) and stresses from degrading sewer systems and land subsidence, impact zones are mapped. The multi-player, end-user defined work transcends sectors and builds capacity by sharing data and knowledge. It mainstreams climate change issues into business, management, planning and early warning: the overall goal is an adaptation strategy unfolded from stakeholder involvement and responsibility, cost-effective decision making, climate-related asset management processes and a holistic livable cities approach to this highly vulnerable coastal community. The collaboration and common framework enable the actors to articulate need of information and establish feedback mechanisms between local level work and e.g. sea level research and climate services.

De Muro, S.; Tecchiato, S.; Buosi, C.; Porta, M.; Bachis, M., and Ibba, A., 2018. Geomorphology, Sedimentology, Benthic Habitat as Tool For Supporting Coastal Management: Comparison Between Australian And Mediterranean Beach Systems. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1526–1530. Coconut Creek (Florida), ISSN 0749-0208.

The characterization of a nearshore system using geomorphological, sedimentological and ecological data is regarded as baseline knowledge to effectively manage the coast and warrant coastal conservation. Particularly in areas where sediment nourishment is a regular practice, the differentiation between in-situ sediment production and artificial placement, revealed by detailed sediment analyses, is often an important task.

In Esperance Bay (Western Australia) sediment nourishment and dumping are ongoing since the 1950s. The comparison with a Mediterranean site (Porto Pino, Sardinia, Italy) has improved the understanding of processes that regulate sediment distribution in the urbanized beach system of Esperance Bay. Porto Pino is a Mediterranean microtidal wave dominated embayment, characterized by environmental conditions similar to those of Esperance (i.e. climate, sediments, geology and benthic habitats), where sediment nourishment was not undertaken previously and the sediment facies can be considered as a natural analogue of the Esperance sediments. The results presented in this paper are useful for Esperance coastal managers as their provide further insights on the distribution of sediment derived from artificial placement.

Fernandes, A.; Figueira de Sousa, J.; Brito, S. S.; Neves, B., and Vicente, T., 2018. Preparing Waterfront Brownfields Redevelopment for Climate Change: the Water City Project, Almada (Portugal). In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1531–1535. Coconut Creek (Florida), ISSN 0749-0208.

The regeneration of former industrial complexes located in waterfronts represents an important challenge for several metropolitan areas worldwide. The effects of climate change combined with the fact that some brownfields are located in land-water interface areas make it necessary to evaluate this factor, particularly regarding adaptation to sea level rise (SLR). Focusing on the case of the Water City Project (Almada, Portugal), this article analyzes and discusses the measures proposed in order to strengthen the intervention area's resilience to SLR. It was possible to understand that the project: (i) was conceived to take into account the effects of SLR in the long-term; (ii) incorporates specific adaptation measures (mainly regulatory measures); (iii) combines accommodation and protection as response options to SLR.

Solari, S.; Alonso, R., and Teixeira, L., 2018. Analysis of Coastal Vulnerability Along the Uruguayan Coasts. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1536–1540. Coconut Creek (Florida), ISSN 0749-0208.

The objective of this work is to identify the most vulnerable areas to coastal erosion on the Uruguayan coast. To this end, global wind and local waves and sea level reanalysis were used to estimate the littoral and aeolian sand transport rates (cross- and long-shore), the response of the beach profile to extreme events (by means of X-Beach model) and the supply of sand from rivers all along the Uruguayan coast, obtaining 18 years of three-hourly data. For each estimated variable, its intra- and inter-annual variability and its correlation with relevant climatic indexes were calculated. Using this information the sediment budget of the coast was analyzed at different scales: global (all the Uruguayan coast; O(100 km)), regional (physiographic units, O(10km)) and local (beach nodes; O(1km)). In turn, the above information was combined with a qualitative assessment of the coastal uses, obtaining a vulnerability index used to identify priority areas to undertake detailed studies.

Kuo, H.F. and Lu, Y.E., 2018. Exploring the spatial pattern of environmental change efficiency of coastal shrinking cities in Taiwan. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1541–1545. Coconut Creek (Florida), ISSN 0749-0208.

The declining population has become a special phenomenon for many cities all over the world. Among 352 townships in Taiwan, 63.92% of them have been facing the situation of shrinking population from 2006 to 2016; furthermore, the proportion of this has been increasing over the years. Taiwan is facing problems of negative growth in total population, aging structure of population, rising of dependency ratio, aging society and so on. This study applied environmental change efficiency index and identified 10 important indicators to evaluate the relative efficiency and sustainability of coastal shrinking cities in Taiwan. The inputs were oriented toward natural environmental resources and the ecological environment, including surface temperature, surface runoff, habitat quality, water consumption and power consumption. The outputs were chosen to reflect the benefits and goals of economic and social development, included population, production, income, the service quality of infrastructure, and employees. The results indicate that the average environmental change efficiency is 70.71%, which has clear spatial differentiation and it would be helpful to develop strategies for coastal shrinking cities.

Navas, F.; Malvárez, G.; Penning-Rowsell, E., and Parker, D.J., 2018. Flood Hazard Prevention Appraisal in Europe: Training Key Stakeholders on the Benefits and Costs of Efficient Protection and Response. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1546–1550. Coconut Creek (Florida), ISSN 0749-0208.

Coastal floods in the European Union member states produce massive costs in environmental loss but also as flood damage property, infrastructure and economic activity. These costs will increase in the future due to Climate Change. The appraisal of benefits and costs are of key importance in the current economic situation in which Europe's resources need to be distributed with great prudence. In this context the implementation of European Directives, such as the EU Floods Directive (2007/60/EC) require that decision makers need to base their assessments of flood prevention measures on Cost-Benefit analysis studies. But despite this requirement EU member states are basing their implementation in a variety of approaches. In this article the results of the implementation of a new e-learning and face to face training approach based on flood prevention appraisal methodologies (e.g. cost-benefit, multicriteria analyses) is presented. The training programme used significant resources from web-based knowledge platform developed during relevant EU projects including extensive databases with legislative framework, a toolkit with resources on cost benefit analysis calculators and links with spatial data which were deemed essential for flood hazard prevention appraisal. The lessons learnt from the implementation of the training programme are of significance to assess the success or failure of the implementation of key legislative frameworks such as the EU Floods Directive in the future. A prior and post consultation process carried out with the participants showed that a) trainees were successful in developing the step by step procedure using a dedicated calculator; b) trainees also had a more contextualized general picture at EU level of the main issues regarding flood hazard prevention; and c) the trainees found the e-learning and face to face material and the resources very easy to follow and easy to understand, and explicitly recognised the pedagogic value of online availability of course materials.

Kim, M.; Lim, H.S.; Do, J.-D.; Kim, S.-S.; Lee, H.J., and Shim, J.-S., 2018. Variations of nearshore currents induced by seasonal waves in Haeundae. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1551–1555. Coconut Creek (Florida), ISSN 0749-0208.

Haeundae, located on the southeastern coast of the Korean Peninsula, is a famous sand beach with a 1.6 km long, 70 m wide coastline. It suffers from wave-induced beach erosion in both summer and winter. For beach restoration, the Korean government has conducted beach nourishment (620,000 m³), and installed submerged breakwaters at both ends of the beach. Despite these efforts, the beach is still vulnerable to erosion caused by high waves. To understand beach erosion processes and sediment transport mechanisms, the government initiated an R&D project for the development of coastal erosion control technology since 2013. As part of the project, we have measured over three years of AWAC measurements at a water depth of 22 m and 1.8 km from the beach. Intensive measurements of wave, current, sediment transport near the surf-zone in summer and winter have been made using AWAC, VECTOR, and ADV with OBS. Analyses of nearshore currents induced by seasonal waves in the surf-zone have shown that cross-shore currents in summer are mainly induced by strong waves from the SSW or S that propagate to the beach due to wave breaking and shoaling effects on the reef near the beach. However, longshore currents in winter are induced by high waves from the E or ESE that propagate to the shoreline by diffraction at the east coastline. Eroded sand in summer returns along the beach by cross-shore and weak longshore currents induced by waves from the SSW or S. However, suspended sand in winter is moved to the west by strong longshore currents induced by waves from the E or ESE. Due to its pocket beach shape, beach erosion and sediment transport are caused by variations of nearshore currents induced by seasonal waves.

Lee, J.; Kim, I., and Lee, J.L., 2018. Improving the performance of rip current forecasting index with a focused on Haeundae Beach, Korea. In: Shim, J.-S.; Chun, I., and Lim, H.S. (eds.), Proceedings from the International Coastal Symposium (ICS) 2018 (Busan, Republic of Korea). Journal of Coastal Research, Special Issue No. 85, pp. 1556–1560. Coconut Creek (Florida), ISSN 0749-0208.

Rip currents can potentially drag swimmers into deep water, beyond seaward sand bars, and hence pose great threat to beach visitors worldwide. The primary aim of this study was to develop a method for improving the performance of rip current forecasting indices to more effectively, demonstrate a rip current warning level. The previous rip current forecasting index was established with four predictive levels: notice, watch, warning, and danger. The new index is based on a numerical model, using wave and wind data as well as forecast information. Through this study, standardization of rip current occurrence levels has been achieved, by using CCTV images recorded during the summer of 2015. Better forecasting accuracy was obtained given the improvement in predicting the rip current index for Haeundae, and was established in association with the Korean Meteorological Administration. The usefulness of the rip current predictive index on Haeundae Beach was determined through a matrix correlation analysis between the observed and predicted rip current levels. In addition, the accuracy of the prediction results was calculated using the new rip current forecasting index during the summer of 2016. It is necessary to continue the development of predictive studies for risk mitigation in a variety of coastal environments.