• Journal of Korean Society of Coastal and Ocean Engineers
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• v.25 no.4
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• pp.255-265
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• 2013

In the coastal region of Korea, historical tide harmonic constants were collected. Long-term tides and short-term tides observed by the KHOA were analyzed by a tide harmonic analysis method. Based on the harmonic constants, tidal characteristics such as tide asymmetry in Korean coastal waters were investigated. The harmonic constants obtained from the long-term tide data in the western coast have been used to show the relation between tide variation and reclamation project. $M_2$ amplitudes in the western coast have been decreased and $M_2$ phases were faster. $M_4$ amplitudes also were reduced and $M_4$ phases were faster in overall. In Mokpo and Kunsan tidal nonlinearity is relatively conspicuous. Overall, non-linearity of tidal currents is higher in the tidal channels flowing fast. The tidal non-linearity has increased by the development projects including large reclamation. The flood dominant characteristic in the northern and central part of Korean western coastal waters and the ebb dominant characteristic in the southern part have been intensified. The construction of Saemangeum sea dike has significantly changed the tidal characteristic in Korean western coastal waters.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.34 no.4
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• pp.1191-1201
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• 2014

The rip current warning index function, which estimates the likelihood of dangerous rip current in the real-time rip current warning system operating to help mitigate against rip current accidents at Haeundae beach, was studied. The rip current warning index evaluated as a function of various real-time observations was developed based on Choi et al. (2013b). This study shows a version of rip current warning index improved by including the effect of wave direction and spreadings of frequency-directional spectrum on rip current likelihood. The wave and tidal observations in 2012 at Haeundae coast were applied to the rip current index function, and its performances at several real events found based on CCTV images were presented and analyzed.

• Proceedings of the Korea Water Resources Association Conference
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• 2020.06a
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• pp.320-320
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• 2020

하천이용을 위한 다양한 개발사업이 이루어지고 있고 대규모 보가 설치되면서 과거와는 다른 변화된 수리조건에서 기존의 방법으로는 유량자료 생산이 더욱 어려워졌기 때문에 자동유량측정시설의 필요성이 증대되어 조위나 배수 영향을 받는 지점에서 기존 방식을 대체하거나 보완할 수 있는 새로운 유량측정방법으로 자리매김하게 되었다. 자동유량측정시설은 2020년 4월 현재 기준으로 한강 19개소, 낙동강 23개소, 금강 10개소, 영산간 10개소 총 62개소가 운영 중이다. 하지만 4대강 사업 이후, 수질 문제 등의 이유로 2017년 6월부터 순차적으로 4대강 보를 개방하여 보 운영수위에 따라 유속측정이 곤란한 관측소가 증가하고 있으며 이로 인해 환경부 수자원정보센터에서는 보 운영 별 최저수위에서도 자동유량측정시설 운영이 가능하도록 시설물을 개선하는 사업을 실시하고 있다. 개선사업 기간 동안 자료생산의 공백이 발생하지 않도록 인력에 의한 유량측정성과를 확보하여 관측소별 대안유량 산정방법을 개발하였다. 개발된 대안유량은 관측소 개선공사 기간뿐만 아니라 보 운영에 따른 수위저하로 인한 미계측 기간에도 적용하여 유량자료의 손실을 최소화 하도록 하였다. 2019년 운영현황을 범위로 전체 관측소 62개 중 4대강 보 구간에서 관측소 개선공사 8개소와 수위 저하로 유속측정이 불가능한 12개소 중 수위-유량관계곡선식 적용이 가능한 2개소를 제외한 10개소를 대상으로 평균 76일 결측이 발생한 것에 대해 대안유량 산정방법을 적용하여 전 기간 유량자료를 보완하였다. 그 결과 전체 2019년 자동유량측정시설 유량산정률은 99.8%로 자료생산의 공백을 최소화 할 수 있었으며 향후, 보 구간 자동유량측정시설 개선이 완료된 후에도 장비 이상 또는 이상치 발생 시에도 대안유량 산정방법을 활용하여 자료생산의 공백을 최소화 할 수 있을 것으로 기대하고 있다.

• Proceedings of the Korea Water Resources Association Conference
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• 2006.05a
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• pp.1696-1700
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• 2006

본 연구에서는 미국기상청(NWS)에서 개발된 수리학적 홍수추적모형인 FLDWAV 모형을 이용하여 낙동강유역의 수리학적 특성을 규명하고 그에 따른 결과를 분석하였다. 이를 위해서 하구둑의 배수위 영향을 직접적으로 받게 되는 낙동강 하류부인 적포수위표에서 낙동강 하구둑까지의 구간을 홍수추적모형을 수행하였다. 또한 모형수행의 정확성을 지배하는 하구둑에서의 방류량 특성을 분석하기 위해서 다양한 경우에 대해서 적용하였다. 수행을 위한 상류유입유량경계조건과 횡방향 유입유량은 수문학적 저류함수법에 의해서 유입량을 산정하였으며, 하류수위경계조건은 하구둑에서 실측하게 되는 내수위값을 적용하였다. 모의 수행을 위해서 본 연구에서는 최적의 일관된 매개변수를 확립하였으며, 대표홍수사상에 대해서 적용한 결과 수위관측지점의 관측수위와 거의 일치하는 것을 확인할 수 있었다. 또한 낙동강 하구둑에서의 수리/수문학적 특성변화는 낙동강의 상류까지 영향을 미치게 된다. 현재까지 하구둑에서의 방류량 산정에 관한 연구는 일부 수행이 되었으나, 운영자가 실질적으로 도입하기에는 아직까지 많은 검증이 필요하다. 이를 위해 본 연구에서는 하류경계조건을 명지지점까지 확장함으로서 부정류모형의 수행을 통한 하구둑에서의 수위 또는 방류량을 산정할 수 있는 방법을 제시하였다. 상류의 유량규모와 하류의 하구둑 조위에 따른 본류의 배수영향범위 등을 분석하는것은 합리적인 댐운영과 하천관리를 위한 중요한 인자가 될것으로 판단된다.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.34 no.1
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• pp.11-18
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• 2022

In order to improve the accuracy of particle tracking prediction techniques near the Korean Strait, this study compared and analyzed a particle tracking model based on a seawater flow numerical model and a machine learning based on a particle tracking model using field observation data. The data used in the study were the surface drifter buoy movement trajectory data observed in the Korea Strait, prediction data by machine learning (linear regression, decision tree) using the tide and wind data from three observation stations (Gageo Island, Geoje Island, Gyoboncho), and prediciton data by numerical models (ROMS, MOHID). The above three data were compared through three error evaluation methods (Correlation Coefficient (CC), Root Mean Square Errors (RMSE), and Normalized Cumulative Lagrangian Separation (NCLS)). As a final result, the decision tree model had the best prediction accuracy in CC and RMSE, and the MOHID model had the best prediction results in NCLS.

• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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• 2000.10a
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• pp.606-609
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• 2000

These results indicate that the low-Sequency signal of T/P data (with periods greater than 200 days) can be interpreted most safely. Similarly to the case of the T/P data, corrections were also applied to those of tide gauge counterparts. Hence, when the 200-day effect was filtered out, the agreement between T/P and TG data sets was optimized.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.21 no.1
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• pp.79-90
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• 2009

This paper presents the development of dynamically combined Typhoon generated surge-tide-wave numerical model which is applicable from deep to shallow water. The dynamically coupled model consists of hydrodynamic module and wind wave module. The hydrodynamic module is modified from POM and wind wave module is modified from WAM to be applicable from deep to shallow water. Hydrodynamic module computes tidal currents, sea surface elevations and storm surges and provide these information to wind wave module. Wind wave mudule computes wind waves and provides computed information such as radiation stress, sea surface roughness and shear stress due to winds. The newly developed model was applied to compute the surge, tide and wave fields by typhoon Maemi. Verification of model performance was made by comparison of measured waves and tide data with simulated results.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.28 no.2
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• pp.81-91
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• 2016

Harmonic analysis of tide data observed on the western coasts has been conducted. The changing trends of harmonic constants were reviewed. Overall, amplitudes of semidiurnal tide are not changed and present phases are faster than in the past. In Mokpo located in a semi-enclosed bay, the amplitudes have been greatly increased and the phases have become earlier due to construction of sea-dike and seawalls. Harmonic constants of diurnal tide have not been changed except Mokpo. In Mokpo the phases of diurnal tide have been earlier. Tidal ranges in spring tide and neap tide have not been significantly changed except Mokpo. In Mokpo tidal ranges have been increased and tidal flats widened. Approximate higher high water has been overall rising. Therefore, Korean western coasts can be easily inundated than before.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.22 no.5
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• pp.333-343
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• 2010

In Mokpo coastal zone, the characteristics showing ebb-dominant tidal flow was confirmed by analysis of observed tide and tidal currents, Physical factors occurring ebb-dominant flow were reviewed. Influence of critical depth for drying, bottom shear stress, coastal reclamation, tidal amplitude, nonlinear tide, and eddy viscosity on the change of ebb-dominant flow was investigated by applying a two-dimensional circulation model. The simulation results for a variety of conditions showed that eddy viscosity and critical depth for drying does little or no impact on the generation of asymmetric flow. Strong bottom friction stress makes ebb-dominant flow clearly. Change of tidal flat into land swells ebb- dominant flow, and change of tidal flat into sea disappears ebb-dominant flow. Nonlinear tides play a decisive role in the generation of asymmetrical tidal flow. Non-linear tides should be included in the open boundary conditions of hydrodynamic modeling in the Mokpo coastal zone.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.29 no.5
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• pp.228-238
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• 2017

In coastal region, tidal harmonic constants of semi-diurnal tides and nonlinear tides were collected. The observed tide data of KHOA were analyzed by a tide harmonic analysis method. In the southwestern coasts and Han river estuary, nonlinear tides are clearly generated. The generation of tide non-linearity and tide asymmetry is closely related with tide form factor in Korean coastal zone. Tide non-linearity and asymmetry in Mokpo harbour have increased by a series of coastal development projects. The increase has caused rise of high water level and drop of low water level, and increase of tidal range. In Kunsan Outport, tidal range has been declined due to inter-annual change of nonlinear tides after completion of Samangeum sea-dyke.