• Title/Summary/Keyword: 해수흐름

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A Study on Analysis of Freshwater-saltwater Interface in the Aquifer around Hwajinpo Lagoon on the Eastern Coast of Korea (동해안 화진포 석호 주변 대수층 내 담수-염수 경계면 분석에 관한 연구)

  • Kim, Minji;Kim, Dongjin;Jun, Seong-Chun;Lee, Jeonghoon
    • Economic and Environmental Geology
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    • v.54 no.6
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    • pp.699-707
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    • 2021
  • Hwajinpo Lagoon, located on the eastern coast of Korea, is a unique environment where freshwater and saltwater are mixed. Systematic management of the lagoon is required because it is a biodiversity-rich and area of high conservation value. The existing environment of the lagoon was evaluated by identifying the distribution of the groundwater level and groundwater flow characteristics. In addition, hydrogeochemical fluctuations were analyzed to determine the effect of seawater intrusion into the aquifer. The results demonstrate that the freshwater-saltwater interface is distributed throughout the aquifer and rises when water of the lagoon evaporates due to prolonged periods of low rainfall and high temperature, thereby increasing the possibility of seawater inflow through groundwater. As for the ionic delta properties (difference between the measured and theoretical concentration of mixed waters), it was estimated that the cation-exchange and precipitation reactions occurred in the aquifer due to seawater intrusion. The ratio of seawater mixed at each point was calculated, using oxygen isotopes and chloride as tracers, resulting in an average of 0.3 and a maximum of 0.87. The overall seawater mixing ratio appears to be distributed according to the distance from the coast. However, some of the results were deviated from the theoretical expectations and reflected the characteristics of the nearby aquifers. Further research on seasonal changes and simulation of seawater intrusion mechanisms is required for specific analysis.

High-frequency Radar Observations of Convergence (Downwelling) and Water Temperature Variations in Yeongil Bay (영일만에서 고주파 레이더로 관측된 수렴(침강)과 수온변동)

  • Bo Kyeong Hwang;Young Tae Son;Hyoung Rok Kim;Ji Hye Park
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.29 no.1
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    • pp.1-14
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    • 2023
  • High-Frequency Radar (HF-Radar) data of surface currents in Yeongil Bay (a semi-enclosed sea area of the East Sea) was used to investigate the between wind and horizontal surface currents The variation in horizontal and vertical flow of surface currents correlated closely to the water temperature time-series data of densely spaced (1 to 2 m) layers. During the time-series observation period, when the northeast wind prevailed over the entire Yeongil Bay area, a rapid rise in water temperature was recorded across all the layers. Moreover, currents parallel to the wind direction were clearly observed in low-frequency currents of the surface layer. Time-delayed correlation analysis between wind and surface current confirmed that if northeasterly wind blows in Yeongil Bay and continues unidirectionally, a southwestward surface current occured within a short period of time (1 to 2 hours). Convergence and divergence were calculated from the daily average values of low-frequency surface currents. A rapid rise in temperature occurred in the lower layers of water at the observation points, due to the convergence (downwelling) of the surface seawater (relatively high temperature water) associated with the northeasterly wind.

A Proposal of Flow Limit for Soils at Zero Undrained Shear Strength (흙의 비배수전단강도가 0이 되는 함수비인 흐름한계의 제안)

  • Park, Sung-Sik;Nong, Zhenzhen
    • Journal of the Korean Geotechnical Society
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    • v.29 no.11
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    • pp.73-84
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    • 2013
  • When a slope failure or a debris flow occurs, a shear strength on failure plane becomes nearly zero and soil begins to flow like a non-cohesive liquid. A consistency of cohesive soils changes as a water content increases. Even a cohesive soil existing at liquid limit state has a small amount of shear strength. In this study, a water content, at which a shear strength of cohesive soils is zero and then cohesive soils will start to flow, was proposed. Three types of clays (kaolinite, bentonite and kaolinite (50%)+bentonite (50%)) were mixed with three different solutions (distilled water, sea water and microbial solution) at liquid limit state and then their water contents were increased step by step. Then, their undrained shear strength was measured using a portable vane shear device called Torvane. The ranges of undrained shear strength at liquid and plastic limits are 3.6-9.2 kPa and 24-45 kPa, respectively. On the other hand, the water content that corresponds to the value of the undrained shear strength changing most rapidly is called flow water content. The flow limit refers to the water content when undrained shear strength of cohesive soils is zero. In order to investigate the relationship between liquid limit and flow limit, the cohesive index was defined as a value of the difference between flow limit and liquid limit. The new plasticity index was defined as the value of difference between flow limit and plastic limit. The new liquidity index was also defined using flow limit. The values of flow limit are 1.5-2 times higher than those of liquid limit. At the same time, the values of new plasticity index are 2-5.5 times higher than those of original plasticity index.

Efficient Operational Uses of High Frequency Radar for Naval Operations (해군작전시 단파(HF) 레이더 자료의 효과적 활용방안)

  • Lim, Se-Han;Kim, Kyoung-Chol;You, Hak-Yoel;Kim, Yun-Bae
    • Journal of the Korea Institute of Information and Communication Engineering
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    • v.15 no.11
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    • pp.2292-2300
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    • 2011
  • Exact and rapid acquirement of ocean environment information is going to become more of an indispensable source of naval operations. Ocean surface measurements using High Frequency (HF) radar, which covers about 10-220km and has spatial resolution of 0.3-12km, have being operated in our country. It remotely observe and transmit realtime sea surface currents and waves. In the near future, the HF radar systems will be established along the whole coastal area. A performance of network of HF radar will support various marine and naval activities. Operational uses of HF radar for enhancing naval operation ability are suggested.

Response Analysis of the Slit type Breakwater under Coastal Waves and Flows (연안 파랑과 흐름하에서 슬릿방파제의 반응 해석)

  • Park, Sang-Gil;Lee, Joong-Woo;Kim, Kang-Min;Kang, Sug-Jin;Kim, Suk-Moon
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2010.10a
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    • pp.53-54
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    • 2010
  • 국내에서 소규모 어항의 재개발에 관광객 유치를 위한 친환경적인 기술의 적용이 본격화되고 있다. 항내수질 개선이라는 목적 하에서 외곽시설인 방파제의 선택은 항내 정온과 제체 안정성의 확보가 전제되어야 한다. 따라서 본 연구에서는 친환경방파제인 슬릿방파제의 수리특성을 파악하기 위한 수리모형실험을 수행하고 그 결과를 이용하여 파랑변형 및 유동 실험을 수행하였다. 현장 적용성 확인을 위하여 선정된 구조라항은 우리나라 남해의 소규모 어항으로, SSE, S, SSW파향에 영향을 받는 지역으로, 슬릿방파제를 적용한 결과 제체안정성과 항내 정온도가 확보되는 것으로 나타났다. 이는 슬릿방파제의 특징으로 장주기파의 통과율이 뛰어나다는 점과 소파효과라는 1차적인 목적과 항만 및 연안수역에서 해수교환의 향상이라는 2차적인 목적을 동시에 만족하는 것으로 나타났다.

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Installation of Pilot Plant and Troubleshootings of Horizontally Linked Helical Turbines with Unconfined Free Flow Condition in Artificial Channel (인공수로에서의 수평 배열 헬리컬수차 현장시험 사례와 문제점)

  • Kang, Keum-Seok;Kim, Ji-Young;Lee, Kwang-Soo;Myung, Cheol-Soo
    • 한국신재생에너지학회:학술대회논문집
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    • 2007.06a
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    • pp.626-629
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    • 2007
  • 국내외에 아직 개발 실적이 없는 발전소의 해수방류수를 이용한 조류식발전시스템의 개발을 위하여, 현재 하동화력발전소 해수방수로를 대상으로 헬리컬 수차를 이용한 조류식발전 시험설비를 제작 완료하고, 성능 시험이 진행 중이며, 본 연구에서는 성능 시험 과정에서 나타난 제반 문제점을 제시하고 그에 대한 원인 및 대책을 분석해 보았다. 본 시험설비는 인공수로에서 수평 배열 헬리컬수차로서 기계장치의 안정성 및 수차의 효율을 평가하고자 하였다. 조류식 시험장치는 배수로의 빠른 유속으로 인하여 시공이 매우 어려웠으며, 인공수로임에도 불구하고 유지관리를 위한 적정 구조 선정이 곤란한 상황이었다. 또한, 헬리컬 수차는 서로 직렬연결되어 운전할 수 있는 장점이 있으나, 본 연구와 같이 다수의 수차가 연결될 경우, 보다 높은 축정렬 정확성, 커플링, 베어링 정밀도 등이 요구되어 효율 감소의 원인이 됨을 확인하였다. 본 장치는 시험용으로서 정밀한 베어링 및 수밀구조, 증속장치를 채택하지 않았으나, 상업용에서는 이를 개선할 필요성이 있다고 판단된다. 또한, 수차의 설치와 유지관리 조건 향상, 수차 통과부의 유황 개선, 수차의 효율 향상을 위하여 조류식 수차에도 유도수로와 casing, draft tube와 같은 Confined flow 구조를 일부 채택할 필요성이 있다고 판단된다.

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Estimation of Geostrophic Current Calculated from Sea Surface Topography in East Sea (동해의 해면지형 계산에 의한 지형류의 흐름 추정)

  • Yun Hong-Sic;Lee Dong-Ha
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.24 no.2
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    • pp.159-165
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    • 2006
  • This paper deals with the estimation of geostrophic current using the sea surface topography calculated from the geoidal height from EGM96 geopotential model and the mean sea surface height from CLS_SHOM mean sea surface model. The CLS_SHOM model was developed using the altimetry data set. The estimation of geostrophic current is available in the characteristic research of ocean in many country, while for East Sea a few studies were done. The goal of this study is basically to provide the characteristics of geostrophic current in East Sea. The results show that the mean sea surface topography (SST) in East Sea is about 0.37 m and the mean geostrophic velocity is -0.028 m/sec. The Pacific water enters into the East Sea through the Korea Strait and after passing the strait, this inflow splits into two branches: one flows northward along the Korean coast and another outflows into Pacific ocean through Tsugaru and Soya strait passing the east-northeastward along the Japanese outer shelf, and outflows into Okhotsk ocean.

Characteristics of the flow in the Usan Trough in the East Sea (동해 우산해곡 해수 유동 특성)

  • Baek, Gyu Nam;Seo, Seongbong;Lee, Jae Hak;Hong, Chang Su;Kim, Yun-Bae
    • The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
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    • v.19 no.2
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    • pp.99-108
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    • 2014
  • One year long time-series current data were obtained at two stations (K1 and K2) located in the Usan Trough in the area north of Ulleungdo in the East Sea from September 2006. The observed data reveal enhanced seafloor flows in both stations with variabilities of about 20 days which is possibly governed by the topographic Rossby wave. After February 2007, strong flow in the upper layer in St. K1 appears throughout the mooring period and this is due to the passage of the warm eddy comparing with satellite sea surface temperature data. During this period, no significant correlation between the current in the upper layer and those in two deep layers is shown indicating the eddy does not affect flows in the deep ocean. It is also observed that the flow direction rotates clockwise with depth in both stations except for the upper of the K1. This implies that the deep flow does not parallel to the isobaths exactly and it has a downwelling velocity component. The possibility of the flow from the Japan Basin to the Ulleung Basin across the Usan Trough is not evidenced from the data.

Wave and surface current measurement with HF radar in the central east coast of Korea (동해중부에서 HF Radar를 이용한 파랑 및 해수유동 관측)

  • Kim, Moo-Hong;Kim, Gyung-Soo;Kim, Hyeon-Seong
    • Journal of Advanced Marine Engineering and Technology
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    • v.38 no.6
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    • pp.771-780
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    • 2014
  • We installed HF Radar of Array type in Site A and Site B, observing the real-time wave and current in the central East coast of Korea. WERA(WavE RAdar) in this research uses HF Radar of Array Type with frequency range of 24.525 MHz, developed by Helzel, Germany. Each site is a 8-Channel system consisting of four transmitters and eight receivers, generating wave and current data, being observed every thirty minutes at the present time. HF Radar has grid resolution of an interval of 1.5 km using bandwidth of 150 kHz; The wave data covers an observation range of about 25 km, and the current data covers the maximum observation range of about 50 km. The Wave data observed by HF Radar was compared and verified with the AWAC data observed in the research sites. MIT also compared the Current data observed by HF Radar with Monthly the East sea average surface current and current flow pattern provided by KOHA(Korea Hydrographic and oceanographic Administration). The regression line and deviation of the comparison data of Wave was calculated by Principal Component Analysis, which showed correlation coefficient 0.86 and RMSD 0.186. Besides, data analysis of long-term changes of the current in the East coast showed that, during August and September, the North Korean Cold Current flow into the southward direction and the East Korean Warm Current flow into the northward direction in the coast.

Experimental Study to Parameterize Salt-Wedge Formations in Coastal Aquifer (해안대수층에서 담수-염수 경계면 형성에 영향을 미치는 조건에 대한 실험적 연구)

  • Park, Hwa-Jun;Kim, Won-Il;Ho, Jung-Seok;Ahn, Won-Sik
    • Journal of Korea Water Resources Association
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    • v.42 no.11
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    • pp.1005-1015
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    • 2009
  • Saltwater intrusion in coastal aquifer was investigated using a laboratory model. Salt-wedge profiles were reproduced in a porous media tank 140 cm long, 70 cm high, and 10 cm wide. The experiments were performed with various conditions of porous media hydraulic conductivity, salinity, and ground surface slope to assess relationships on salt wedge location and inclination. Salt-wedge profiles induced by saltwater intrusion were observed in porous media equilibrium state, and compared with previously derived formulas of the Glover (1959), Henry (1959) and Strack (1976). It was found that salt-wedge shape and formations were affected by the water level ratio ($H_F/H_S$) due to high hydraulic conductivity, saltwater salinity and ground surface slope. High $H_F/H_S$ of porous media having high hydraulic conductivity shifted the saltwater interface toward the saltwater reservoir. Increasing surface slope of the porous media caused the salt-wedge profile inclination to decrease. Saltwater salinity also contributed to the location of saltwater interface, yet the impact was not more significant than hydraulic conductivity.