• Title/Summary/Keyword: Han river water

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Spatial and Seasonal Water Quality Variations of Han River Tributries (한강 주요지천의 지역적 및 계절적 수질변화)

  • Lee, Young Joon;Park, Minji;Son, Juyeon;Park, Jinrak;Kim, Geeda;Hong, Changsu;Gu, Donghoi;Lee, Joonggeun;Noh, Changwan;Shin, Kyung-Yong;Yu, Soon-Ju
    • Journal of Environmental Impact Assessment
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    • v.26 no.6
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    • pp.418-430
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    • 2017
  • The quality of surface water is a very important issue to use various demands like as drinking water, industrial, agricultural and recreational usages. There has been an increasing demand for monitoring water quality of many rivers by regular measurements of various water quality variables. However precise and effective monitoring is not enough, if the acquired dataset is not analyzed thoroughly. Therefore, the aim of this study was to estimate differences of seasonal and regional water quality using multivariate data analysis for each investing tributaries in Han River. Statistical analysis was applied to the data concerning 11 mainly parameters (flow, water temperature, pH, EC, DO, BOD, COD, SS, TN, TP and TOC) for the time period 2012~2016 from 12 sampling sites. The seasonal water quality variations showed that each of BOD, TN, TP and TOC average concentration in spring and winter was higher than that of summer and fall, respectively. In summer each flow rate and average concentration of SS was higher than any other seasons, respectively. The correlation analysis were explained that EC had a strong relationship with BOD (r=0.857), COD (r=0.854), TN (r=0.899) and TOC (r=0.910). According to principal component analysis, five principal components (Eigenvalue > 1) are controlled 98.0% of variations in water quality. The first component included TP, DO, pH. The second component included EC, TN. The third component included SS. The fourth component included flow. The last component included Temp. Cluster analysis classified that spring is similar to fall and winter with water quality parameters. AnyA, WangsA, JungrA and TancA were identified as affected by organic pollution. Cluster analysis derived seasonal differences with investigating sites and better explained the principal component analysis results.

Flow and Diffusion of Lower Han River Considering Tidal Elevation in Yellow Sea (서해안 조위를 고려한 한강 하류부의 흐름 및 확산)

  • Seo, Il-Won;Song, Chang-Geun;Lee, Myung-Eun
    • 한국방재학회:학술대회논문집
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    • 2008.02a
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    • pp.199-202
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    • 2008
  • It is well-known fact that tidal difference between the ebb and flow in Yellow Sea is about 9 m so that it has largest value in the world. This wide range of tide level enables Yellow Sea water to intrude into main stream of Han River. However, the study of the tidal reach of Han River has not been carried out thoroughly since North and South Koreas share this region so that topography data and physical measurement are lacking. In this study, to examine the reverse flow and dispersion behavior by tidal effect at the tidal reach of Han River, 2-D river analysis models were applied. RMA-2 was applied to calculate the horizontal velocities and water surface elevation. With the results of velocities and water depth, RAM4, which is 2-D advection-dispersion model based on FEM was simulated to analyze the horizontal transport behavior of BOD.

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The study for water level estimation by rainfall intensity of the upper region in the han river (한강 상류유역의 강우강도에 따른 수위 예측 연구)

  • Choi, Han-Kuy;Choe, Hyun-jong;Baek, Hyo-Seon
    • Journal of Industrial Technology
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    • v.30 no.B
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    • pp.91-98
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    • 2010
  • Recently, there has been enormous damage due to river floodings caused by localized heavy rains. The direct discharge triggered by those torrential rains inflicts severe property damage on the residents of nearby areas. To minimize the possibility of river floodings in case of heavy rains and to predict the possible damage, the management of existing rainfall and water level observatories should be checked and prediction methods based on the characteristics of water usage and floodgate of nearby rivers must be further analyzed. Therefore, this research analyzed the water level change predictions on different spots with a regression equation of rainfall and water levels, using the observation data of the water level observatory in Jeongseon-gun, Gangwon Province and the rainfall observatory which are located on the upper region of the Han river.

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Problems of Water Use and Estimation of Water Right in North Han River Shared by North and South Korea (I) -Analysis of Diversion Impacts on Downstream Area by Imnam Dam (남북공유하천 북한강의 물이용 문제점 및 수리권 추정 (I) -임남댐 유역변경에 의한 하류 영향 분석)

  • Ahn, Jong-Seo;Jung, Kwan-Sue;Lee, Gwang-Man
    • Journal of Korea Water Resources Association
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    • v.44 no.4
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    • pp.305-314
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    • 2011
  • Imnam Dam construction and inter-basin water transfer use by North Korea have caused several problems including water resources management aspects in the downstream reach of North Han River. Therefore, cooperative works between North and South Korea are required to make a reasonable management situation of the shared river for water quantity and quality. However, efforts by the North and the South has done not enough to achieve equitable water use in the shared river. This study analyzes main impacts caused by Imnam Dam in key sectors for reviewing water use right regarded as the most important decision-making criterion in international rivers. As the results, water deficit by Imnam Dam is calculated at 379 million $m^3$/year when river drought year for water assessment is set in 1978 in the Han River basin. Additionally hydropower production is decreased by 234 GWh/year in exclusive hydropower generation dams. In respective of water quality, BOD concentration is increased by 0.065 ppm at Sambongli in North Han River. Finally it is identified that unequitable water use based on the absolute territorial sovereignty by North Korea in North Han River has directly and indirectly affected severe impacts to South Korea as the downstream user.

Channel Characteristics of Sincheon Experimental Catchment using HEC - RAS model (HEC-RAS 모델을 이용한 신천 시험유역의 하도 특성연구)

  • Park, Byeongky;Lee, Myunggu;Hong, Changsu;Lee, Jaekwan;Lee, Young Joon;Choi, Joongdae
    • Journal of Environmental Science International
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    • v.25 no.1
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    • pp.41-56
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    • 2016
  • In recent localized heavy rainfalls have been arising from abnormal climate change. People are concerning about damages with increasing the frequency of flooding. Therefore, we need to understand river hydraulic characteristics and management to reduce damage from flooding. To study hydraulic characterization of Sincheon experimental catchment HEC-RAS (Hydrologic Engineering Center River Analysis System) model which provided by U.S Army Corps of Engineers (USACE) was applied. This study analyzed and compared water level the frequency flood for 100 years and 200 years by clark unit Hydrography. The change of the water level of Daejeon bridge, Sincheon bridge and Singi bridge showed increased for all conditions. The flow rate for the Daejeon bridge and the Sincheon bridge showed an increase, but the Sinki bridge showed a decreasing flow rate overally, except for 1hour-100 years. The verification result showed that the model was able to simulate the water level with 0.4709 coefficient of determination and error ration ranging from 1 to 3%.

Improvement of QUAL2E Model using Nonuniform Flow Analysis (부등류해석을 이용한 QUAL2E 모형의 개선)

  • Kim, Sang Ho;Choi, Hyun Sang
    • Journal of Korean Society on Water Environment
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    • v.22 no.6
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    • pp.1144-1150
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    • 2006
  • Recently, as water pollution accidents in rivers have increased, there is an increased interest in water quality forecast with accurate simulation. QUAL2E model, widely used for water quality analysis, uses the same hydraulic characteristics, such as depth and velocity, in a reach. The flow of the river is changed by various hydraulic constructions or by topography in a real river channel. In this study, a hydraulic connection module is developed to consider flow variations of river channels in QUAL2E model. The module uses the simulations results of non-uniform flow of a 1-D hydraulic model such as DWOPER or HEC-RAS. The improved QUAL2E model with this module was applied to a downstream section of Paldang Dam on the Han River. The results show the variation of water quality very well in a reach where flowing vary abruptly, like the Jamsil submerged weir.

Geochemical Investigation in Contaminated River Waters(Part III) Bromine Contents of River Water in Seoul (汚濁河川水의 地球化學的인 硏究(第 III 報) 서울市內 河川水의 브롬舍量)

  • Lee, Yong-Keun
    • Journal of the Korean Chemical Society
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    • v.14 no.3
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    • pp.243-256
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    • 1970
  • Halogen contents of the river water of Seoul city and of municipal reservoirs were investigated from June in 1969 to February in 1970. Bromine contents were ranging from 0.006 to 0.048 mg/1 of the reservoirs, 0.021 to 0.048 mg/1 of Han River, 0.051 to 0.540 mg/1 of rivers running through residential areas and 0.083 to 0.920 mg/1 of rivers running through industrial areas. Bromine contents increased as the river water became contaminated. Most of Br/Cl of Han River and the reservoirs were higher than $3.4{\times}10^{-3}$ of sea water. Bromine contents at 17 different places were the largest in November. The contents of chlorine, iodine and COD (chemical oxygen demand) were nearly correlated with that of bromine. Bromine contents of the river waters in Seoul chiefly originated from consumption of domestic and industrial salt.

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Effects of Water Temperature, Light and Dredging on Benthic Flux from Sediment of the Uiam Lake, Korea (의암호에서 퇴적물 용출에 대한 수온, 빛과 퇴적물 제거의 영향)

  • Youn, Seok Jea;Kim, Hun Nyun;Kim, Yong Jin;Im, Jong Kwon;Lee, Eun Jeong;Yu, Soon Ju
    • Journal of Korean Society on Water Environment
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    • v.33 no.6
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    • pp.670-679
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    • 2017
  • An experiment to study the effect of temperature, light, and dredging on release of nutrients downstream from Gongjicheon in the Uiam reservoir was carried out in the laboratory using sediments from different depths. At various water temperatures, dissolved total nitrogen was not released, but the average nutrient flux of dissolved total phosphorus was increased (0.034 at $15^{\circ}C$, 0.005 at $20^{\circ}C$, 0.154 at $25^{\circ}C$, $0.592mg/m^2/d$ at $30^{\circ}C$). Dissolved total phosphorous was released in controlled darkness. In contrast, in controlled light, the concentrations of dissolved total phosphorous and dissolved total nitrogen in the overlying water steadily decreased during the study period (70 d), because they were continuously consumed by the growth of photosynthetic algae. However, there was no significant relationship between water nutrient concentration, nutrient release, and the depth of the sediment. We concluded that the dredging of sediment would not affect the nutrient release rate of the sediment, because there were no significant differences in the nutrient concentrations released from the sediment. When the sediment was removed from the surface to 20 cm in depth, the nutrients were not transferred to the water body, implying that the sediment removal had little effect on secondary pollution.

Impact Analysis of Tributaries and Simulation of Water Pollution Accident Scenarios in the Water Source Section of Han River Using 3-D Hydrodynamic Model (3차원 수리모델을 이용한 한강 상수원구간 지류영향 분석 및 수질오염사고 시나리오 모의)

  • Kim, Eunjung;Park, Changmin;Na, Mijeong;Park, Hyeon;Kim, Bogsoon
    • Journal of Korean Society on Water Environment
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    • v.34 no.4
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    • pp.363-374
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    • 2018
  • The Han River serves as an important water resource for the city of Seoul, Korea and in the neighboring metropolitan areas. From the Paldang dam to the Jamsil submerged weir, the 4 water intake stations that are located for the Seoul metropolitan population were under review in this study. Therefore the water quality management in this section is very important to monitor, analyze and review to rule out any safety concerns. In this study, a 3-D hydrodynamic model, EFDC (Environmental Fluid Dynamics Code), was applied to the downstream of the Paldang Dam in the Han River, which is about 23 km in length, to determine issues related to water resource management. The 3-D grid was composed of 2,168 horizontal grids and three vertical layers. In this case, the hydrodynamic model was calibrated and verified with an observed average daily water surface elevation, water temperature and flow rate data for 3 years (2013~2015). The developed EFDC model proved to reproduce the hydrodynamics of the Han River well. The composition ratios of the noted incoming flows at the monitored intake stations for 3 years and their flow patterns in the river were analyzed using the validated model. It was found that the flow of the Wangsuk Stream depended on the Paldnag dam discharge, and it was noted that the composition ratios of the stream at the intake stations changed accordingly. In a word, the Wangsuk Stream moved mainly along the right bank of the Han River under the condition of a normal dam flow. As can be seen, when the dam discharge rate was low, the incidence of lateral mixing was often seen. The scenario analyses were also conducted to predict the transport of conservative pollutants as in the case of a chemical spill accident. Generally speaking, when scenarios were applied, the arrival time and concentration of pollutants at each intake station was thus predicted.