• Proceedings of the Korea Water Resources Association Conference
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• 2009.05a
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• pp.2028-2032
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• 2009

하천법에서 하천유지유량은 "생활 공업 농업 환경개선 발전 주운 등의 하천수 사용을 고려하여 하천의 정상적인 기능 및 상태를 유지하기 위한 최소한의 유량"으로 정의 되어있고, "하천유지유량 산정요령"에 따라 갈수량을 기본으로 하여 하천의 수질보전, 하천 생태계 보호, 하천경관 보전 등 8가지 항목을 고려하여 산정하고 있다. 환경부에서는 2007년1월 환경부 고시에 '중권역별 수질 및 수생태계 목표기준과 달성기간"을 제정 고시하였고, 하천의 주요지점에 목표수질을 설정하고 그 수질을 만족시키기 위해 오염물질의 허용량을 제한하는 오염총량관리제도를 도입하였다. 이와 같이 하천 수질의 중요성이 대두되고 있으며, 하천의 기능을 제대로 유지하기 위해서는 수량뿐 아니라 적절한 수질이 요구 된다. 본 연구에서는 한국건설기술연구원과 SEI-US(Stockholm Environment Institute-U.S center)가 공동으로 개발한 통합수자원평가모형인 K-WEAPq 모형을 이용하여 만경강 유역의 네트워크를 구축하고 2003년의 수질 및 유량 자료를 이용하여 수량-수질을 모의하였다. 일별 수량-수질 동시모의를 통해 만경강 유역의 하수처리장 방류수 수질에 따른 하천 수질의 연중 변화를 파악하였고, 하수처리장 방류수의 수질을 변화시켜 수질모의 결과를 비교하였다. 분석결과 하수처리장 방류수의 수질에 따라 하천의 수질이 변화됨을 알 수 있고, 하수처리장 방류수 농도를 적절하게 조절하여 하천의 목표수질을 달성할 수 있음을 알 수 있다. 이 결과를 활용하면 하천의 수질 및 유량에 따라 하수처리장의 효율적인 운영이 가능하며 비용절감의 효과를 기대할 수 있을 것이다.

• Journal of the Korean Society of Food Science and Nutrition
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• v.22 no.4
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• pp.484-488
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• 1993

The heavy metal contents in Carassius auratus, that were sampled from Nov.1 to Nov. 31, 1991 at 6 areas in Joenlabuk-do. The mercury contents was determined by mercury analyzer using the combustion Goldamal-gamation method. The arsenic contents were determined by spectrophotometry using silver diethyl ditiho carbamate method. The contents of other heavy metals were determined by inductively coupled plasma spectrometer method. The levels of total mercury, arsenic, cadmium, lead, cupper, manganes, and zinc were determined and the results were summarized as follows : The 6 areas over all range(ppm) were Hg : 0.0167~0.0407, As : N.D.~0.0018, Cd : 0.1256~0.1935, Pb : 0.3536~0.6593, Cu : 0.2094~0.3792, Mn : 2.9059~6.9335, Zn : 14.3095~48.1615ppm. Among the seven heavy metals contents, the higest was zinc and the lowest was arsenic. The results show that contents of Hg As, Cd, Pb, Mn and Zn in Carassius auratus were lower than the FAO/WHO maximum allowance.

• Journal of Korea Water Resources Association
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• v.48 no.8
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• pp.647-657
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• 2015

This study assessed the water use vulnerability for 12 basins of South Korea. The annual runoff of 12 basins are derived using a Soil and Water Assessment Tool (SWAT) and the calculated runoff per unit area and population are compared with each basin. The 18 indicators are selected in order to assess the vulnerability. Those are classified by aspects of demand, loss and supply of water use. Their weighting values used Entropy method to determine objective weights. To quantitatively assess the water use vulnerability, the Technique for Order of Preference by Similarity to Ideal Solution (TOPSIS) based on multi-criteria decision making are applied. The results show that the water availability vulnerability of Hyeongsan River has the highest value followed by Sapgyo River; Dongjin River; Seomjin River; Anseong River; Mangyung River; Nakdong River; Tamjin River; Youngsan River, Geum River; Taehwa River; and Han River. The result of this study has a capability to provide references for the index deveopment of climate change vulnerability assessment.

• Proceedings of the Korea Water Resources Association Conference
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• 2011.05a
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• pp.409-413
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• 2011

유효유량이란 수년에 걸쳐 연 유사량의 대부분을 이동시키는 유량으로 정의되며 유량-빈도분포곡선과 유사량 곡선을 이용하여 산정된다. 유효유량은 하도를 설계하거나 기존 하도의 안정성을 평가하는데 있어 기준유량이 될 수 있는 필수적인 요소이지만, 현재 국내의 경우 이에 대한 분석이 충분히 수행되지 않아 특정한 패턴을 도출하기 힘든 실정이다. 특히 우리나라의 하천은 연강수량의 약 70%가 여름철에 집중되는 기후적 특성의 영향으로 하상계수가 미국과 유럽에 비해 10에서 25배 크게 나타나 외국사례를 국내에 적용하는데 어려움이 있다. 따라서 본 연구에서는 구하도복원이 계획 또는 진행되어 유효유량 산정이 필수적이며 하상계수가 매우 큰 만경강, 청미천, 함평천을 대상하천으로 선정하여 유효 유량을 산정하고 수리적, 지형학적 특성과의 연관성을 분석하고자 한다. 유효유량을 계산하는 데 있어 가장 큰 영향을 미치는 요소는 유량빈도 간격 수와 유량빈도 간격의 설정이다. 따라서 본 연구에서는 유효유량 산정을 위한 유량 간격으로 산술등간격(Arithmeic Bin)과 로그간격(Logarithmic Bin)을 모두 사용하였으며 각각 간격수가 25개, 50개, 100개인 경우에 대해 유효유량을 계산하여 비교하였다. 산술등간격과 로그간격을 사용한 유효유량 산정결과 중 최대, 최소값을 제외한 나머지의 평균값을 각 대상하천의 유효유량으로 선정하였다. 수리적, 지형학적 특성에 따른 대상하천 분석 결과 하상계수가 클수록 유효유량이 크게 산정되는 것으로 나타났으며 하상 경사, 하상토의 중앙입경 크기와 비례하는 것으로 나타났다. 반면에 수심-하폭비와 사행도의 경우 유효유량과 반비례하는 것으로 나타났다.

• Journal of Korean Society of Forest Science
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• v.94 no.1 s.158
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• pp.1-5
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• 2005

This study was carried out to survey the growth and the photosynthesis of Salix gracilistyla, the reduction rate of nitrogen and phosphoric acid by the plant grown in waterway soil. The results were summarized as follows; I. The contents of nitrogen and phosphoric acid at waterway soils of Mangyeong river showed the highest level in the around Samrye railway bridge where was located in the downstream and livestock complex. 2. The Salix gracilistyla which grown in waterway soil showed that the growth of stem length and diameter were 170~215% and 42.3~79.3%, respectively. In addition the growth rate of Salix gracilistyla was increased with increasing nitrogen concentrations in waterway soils. 3. The rate of photosynthesis was high in waterway soil contained high nitrogen and it appeared the highest in August. 4. The nitrogen and phosphoric acid by Salix gracilistyla grown in waterway soil were removed about 14~15% and 9~11 %, respectively. The Salix gracilistyla was effective removing nitrogen more than phosphoric acid.

• Journal of Korean Society of Water and Wastewater
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• v.27 no.6
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• pp.761-770
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• 2013

This study was carried out to forecast the flow rate and water quality at the inlet of the Saemangeum bay in Korea using the SWMM(Storm Water Management Model) and the WASP(Water Analysis Simulation Program), and to analyze the impacts of pollutant loading from non-point source on the water quality of the bay. The calibration and validation of flow rate and water quality were performed using those from two monitoring points in the Mankyeong river administrated by Korean Ministry of Environment as part of the national water quality monitoring network. When the river flow rate was calibrated and validated using the rainfall intensities during 2011-2012, $R^2$ (i.e., coefficient of determination) was ranged from 0.91 to 0.96. For water qualities, it was shown that $R^2$ of BOD(Biochemical Oxygen Demand) was ranged from 0.56 to 0.86, and $R^2$ of T-N(Total Nitrogen) was from 0.64 to 0.75, and $R^2$ of T-P(Total Phosphorus) was from 0.67 to 0.89. The integrated modeling system showed significant advances in the accuracy to estimate the water quality. Finally, further simulations showed that annual average flow of the river running into the bay was estimated to be $1.439{\times}10^9m^3/year$. The discharged load of BOD, T-N, and T-P into the bay were anticipated to be 618.7 ton/year, 331.5 ton/year, and 40.4 ton/year, respectively.

• The Korean Journal of Quaternary Research
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• v.5 no.1
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• pp.33-45
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• 1991

Sand bars associated with strong tidal currents are well developed in the subtidal zone near the Kokunsan islands. Tidal currents measured at sand bar in the area show an asymmetry in magnitude between flood and ebb currents. At the southern flank of the sand bar the currents are flood-dominant whereas the currents are ebb-dominant at the northern flank. The asymmetry is more distinctive as the currents become stronger during spring tide. Moreover, the flood-dominance along the southern flank is stronger than the ebb-dominance along the northern flank. Thus the flood current is more affective to the sand bar. The sandy bottom sediment is mostly transported as bedload by the tidal currents. The magnitude asymmetry of the tidal currents results in a net sediment movement in one direction. The direction is onshore in the south and offshore in the north, which may result in a net counterlookwise rotation of the sands around the sand bar. However, the sand bar may migrate towards onshore due to the more affective flood current in the south. The irregular V-shaped outline of the sand bar in the south also seem to reflect the strong effect of flood current.

• Korean Journal of Ichthyology
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• v.23 no.2
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• pp.158-162
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• 2011

Growth and spawning ecology of Cobitis lutheri (Teleoste: Cobitidae) were investigated in the Samcheon Stream, Mangyeong River, Jeollabuk-do, Korea from 2005 to 2006. Age group of C. lutheri estimated from the total length indicated that the 40 ~ 60 mm group is 1 year old, the 60 ~ 80 mm group is 2 years old, and the 80 ~ 110mm group is 3 ${\leq}$ years old. The sex ratio (Male/Female) was 0.78, and the female was 20 ~ 30 mm larger than the male. Lamina circularis at the base of pectoral fins in the males as a secondary sexual character was created 12 months after hatching. A change of lateral coloration of males was observed from April to September. The spawning season was early to middle July with water temperatures of $24{\sim}26^{\circ}C$. The average number of eggs was $1,127{\pm}453$ with the egg diameter of $1.09{\pm}0.02$ mm.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.14 no.2
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• pp.108-115
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• 2002

Pollutants discharge modeling was carried out in the watershed of Mankyung and Dongjin rivers. The watershed and pollutants source information extracted and analysed by the GIS tool was used as the model input parameters. This model was calibrated by comparison of the measured and computed monthly freshwater discharge and water quality(WQ) concentration. The compared WQ data are the ten-year-mean WQ concentration and monthly WQ concentration in 1999. The results show that the watershed runoff is underestimated in summer season, although the seasonal trends are relatively well estimated. The WQ concentrations were also relatively well estimated except Iksancheon. The computed concentration was much lower than the observed concentration in Iksancheon because of the effect of polluted sediment. Thus, the effects of polluted sediment on water column need further study through measuring and analysing the degree of the sediment contamination.

• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.394-398
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• 2016

Numerical analysis was conducted using Delft3D developed by Deltares in Netherlands to predict long-term river bed changes in Saemangeum Area. Tidal flow, discharge through the drainage gates and river bed changes in numerical model was verified by comparing to the results of field observation and hydraulic experiments. We calculated long-term river bed changes in Saemangeum area for 10 years from 2031 to 2040 after completion of development in Saemangeum. It is shown that 70 cm and 139 cm of accumulation occur in estuaries of Dongjin River and Mankyong River, respectively. Variation of flood level was also investigated considering long-term river bed changes. There was no change in estuary of Dongjin River but maximum flood level in estuary of Mankyong River increased 81 cm.