• 한국수자원학회논문집
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• 제41권10호
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• pp.1009-1021
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• 2008

본 연구에서는 댐이 하류하천에 미치는 영향권을 산정하기 위하여 수리 수문적, 지형적, 환경 생태적, 사회적 영향의 4개 지표와 38개 항목을 선정하고, 계층분석법을 적용하여 댐의 영향권 산정 지표와 항목의 중요도를 평가하였다. 댐 영향권 산정 지표의 평가결과는 수리 수문적 영향권이 1순위, 환경 생태적 영향권이 2순위, 지형적 영향권 및 사회적 영향권이 각각 3순위와 4순위 이었으며, 항목의 평가결과는 댐설계방류량이 1순위, 하천의 기본 및 계획홍수량이 2순위, 계획홍수량비가 3순위, 유역면적비가 4순위, 하류댐 배수위가 5순위로 평가되었다. 대청댐의 영향권을 산정한 결과, 댐설계방류량 지표는 47.21 km, 하천계획홍수량 지표는 45.71 km, 유역면적비 지표는 13.94 km로 산정되었다.

• 환경영향평가
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• 제20권4호
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• pp.489-496
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• 2011

The water pollution such as oil spill from stream and river because of car accidents have been frequent cases in the watershed of Dam. However we don't have any simulation methods about flow modeling on the watershed and stream tree. In this study aims to analyze water pollution accidents area on impact range for ANDONG-Dam. The focused watershed and the risk range of path analysis model was designed by GIS database. The frequency of transportation accidents which may occur from road accidents in the level of quantitative and qualitative analysis to map flow analysis using ArcHydro Model and Open Geospatial Consortium(OGC) API. and the path way from the accident point to the reservoir stayed on the path was simulated. The area of risk accessment index was displayed with cell and grid of dam area.

• 환경영향평가
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• 제12권1호
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• pp.35-44
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• 2003

Bacterial activities of dam reservoir sediments were assessed using the methods of viable counts, ATP contents, dehydrogenase activity, and oxygen consumption. Viable heterotrophs in collected sediments were observed in the range of $10^6{\sim}10^{10}$ CFU/g dry wt. sediment. All assessed methods showed high activities in sediment samples collected from near dam site. In addition, bacteria increase in sediments amended with cellulose, starch, lipid, and protein compounds. Various ranges of antibiotics and heavy metals resistance bacteria were also detected, especially, 10~100 times less numbers of Cd resistance bacteria were observed compared with those of Pb and Cr. In general, antibiotics resistance groups were in the range of $10^{-1}{\sim}10^{-6}$ times of control.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2022년도 학술발표회
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• pp.276-276
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• 2022

Estuarine dams are constructed for securing freshwater resources, flood control, and improving upstream navigability. However, their impact on estuarine currents, stratification, and sediment fluxes is not well understood. To develop a general understanding, an idealized modeling study was carried out. Tide and river forcing were varied to produce strongly stratified, partially mixed, periodically stratified, and well-mixed estuaries. Each model ran for one year. Next, the models were subject to the construction of an estuarine dam and run for another year. Then, the pre- and post-dam conditions were compared. Results showed that estuarine dams can amplify the tidal range and reduce the tidal currents. The post-dam estuaries tended to be a salt wedge during freshwater discharge and a bay during no freshwater discharge. For all estuaries, the estuarine turbidity maximum moved seaward, and the suspended sediment concentrations tended to decrease. In terms of sediment flux mechanisms, the estuarine dam increased the seaward river runoff for cases with strong river, and increased the landward tidal pumping for cases with strong tides.

• 자원ㆍ환경경제연구
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• 제21권1호
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• pp.129-156
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• 2012

본 연구는 다목적댐 운영을 통한 안정적인 수자원 공급이 국가경제에 기여하는 경제적 파급효과를 분석한다. 분석을 위해 17개 주요 다목적댐이 고려되며, 다목적댐에서 공급되는 수자원을 여름과 겨울로 구분하여 별도의 생산요소로 포함하는 연산가능 일반균형모형(computable general equilibrium model: CGE)을 2007년을 기준연도로 하여 구축한다. 분석 내용은 다목적댐 용수 공급의 양적 측면과 안정적 용수 공급 측면을 구분하여, 전자에 대해서는 수자원 수요 충족에 따른 경제적 파급효과를 분석하고, 후자에 대해서는 수자원 공급의 불확실성 감소에 따른 리스크 프리미엄을 추정한다. 분석 결과, 다목적댐이 운영되지 않을 경우에 수자원을 집약적으로 투입하는 농림수산 및 수도 산업의 생산과 농림수산 산출물이 중간재로 많이 사용되는 음식료 산업의 생산이 크게 감소하는 것으로 나타났으며, 철강과 전기전자 등의 산업들은 대체로 생산이 증가하는 것으로 나타났다. GNP는 벤치마크 해 대비 0.22~0.68% 감소하는 것으로 분석되었다. 한편 리스크 프리미엄은 상대적 위험회피 척도 값을 0.5~3.0의 범위에서 고려할 때 약 40억 원~240억 원의 범위를 갖는 것으로 나타났다.

• 환경영향평가
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• 제20권2호
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• pp.107-121
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• 2011

To assess the impact of climate change on water quality in an impounded river basin, this study estimated future air temperature and rainfall in the years of 2020, 2050 and 2080 by statistically downscaling the simulation results from two GCM models combined with two emission scenarios (A2 and B1). Both scenarios were selected from the Special Report on Emission Scenarios (SRES) suggested by IPCC. The A2 scenario represents an extreme condition whereas the B1 scenario represents a clean and energy efficient condition which is similar to that of study basin. With the results of estimated climate factors and land use data, the discharge and the concentrations of BOD, TN and TP in the Andong dam basins were simulated using the SWAT model. The change in BOD concentration for the B1 emission scenario was greater than the A2 scenario in the annual increase range and the pollution level. The concentration of TN was decreased during March? June which is drought period and increased again afterward. In contrast to TN, the concentration of TP was generally decreased. The change in TP concentration was greater for the B1 scenario than the A2 scenario.

• Advances in environmental research
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• 제7권3호
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• pp.161-175
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• 2018

Krishna River is significantly affected due to Srisailam dam from past 30 years. The impact of this hydraulic structure drastically reduced the minimum flow regime on the downstream, which made the river nearing to decaying stage. In the present paper, Environmental Flow called minimum flow values released for the dam are estimated with the help of three hydrological methods viz., Range of variability Approach (RVA), Desktop Reserve Model (DRM), and Global Environmental Flow Calculator (GEFC). DRM method suggested considering the intermediate values obtained from among the three methods to preserve the ecosystem on the downstream of the river, which amounts to an average annual allocation of 9378 Million Cubic Meter (MCM) which is equal to 23.11% of mean annual flow (MAF). In this regard GEFC and RVA methods accounted for 22% and 31.04% of MAF respectively. The results indicate that current reservoir operation policy is causing a severe hydrological alteration in the high flow season especially in the month of July. The study concluded that in the case of non-availability of environmental information, hydrological indicators can be used to provide the basic assessment of environmental flow requirements. It is inferred from the results obtained from the study, that the new reservoir operations can fulfil human water needs without disturbing Environmental Flow Requirements.

• 환경영향평가
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• 제20권4호
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• pp.509-521
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• 2011

The purpose of this study is to estimate overall reliability and applicability of the watershed modeling for systematic management of point and non-point sources via water quality analysis and prediction of runoff discharge within watershed. Recently, runoff characteristics and pollutant characteristics have been changing in watershed by anomaly climate and urbanization. In this study, the effects of watershed scale were analyzed in runoff and water quality modeling using HSPF. In case of correlation coefficient, its range was from 0.936 to 0.984 in case A(divided - 2 small watersheds). On the other hand, its range was form 0.840 to 0.899 in case B(united - 1 watershed). In case of Nash-Sutcliffe coefficient, its range was from 0.718 to 0.966 in case A. On the other hand, its range was from 0.441 to 0.683 in case B. As a result, it was judged that case A was more accurate than case B. Therefore, runoff and water quality modeling in minimum watershed scale that was provided data for calibration and verification was judged to be favorable in accuracy. If optimal watershed dividing and parameter optimization using PEST in HSPF with more reliable measured data are carried out, more accurate runoff and water quality modeling will be performed.

• 한국수자원학회논문집
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• 제56권11호
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• pp.765-774
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• 2023

기후변화로 인해 강우의 변동성이 증가하여가뭄 또는 홍수가 빈번하게 발생하고 있다. 불확실성이 증가하는 기후 조건에 대응하는 수자원 시설 관리대책의 수립을 위해서는, 하천의 자연 유출량과 인공계 물공급을 모두 고려한 저수지 운영 모의를 통하여, 이수 및 치수 측면의 수자원 시설 영향에 대한 종합적인 분석이 선행되어야 한다. 본 연구에서는 강우-유출과 저수지 운영 모형을 연계 모의하여, 합천댐 유역을 대상으로 기후변화에 대한 이수안전도 및 홍수위험도 분석을 수행하였다. 강우-유출모형으로는 modèledu Génie Rural à 4 paramètres Journalier (GR4J) 모형을, 저수지운영 모형은 HEC-Ressim 모형의 구조를 가지는 R 기반모형을 적용하였다. 구축된 연계 모형에 기후변화 시나리오를 2100년까지적용하여 합천댐의 이수안전도 및 홍수위험도 변화를 정량적으로 분석하였다. 이수안전도 분석 결과, SSP5-8.5에 비해 SSP2-4.5 조건에서 이수안전도가 더높으며, 먼미래로 갈수록 모두 과거 조건보다 이수안전도가 증가하는 것으로 나타났다. 특히, 먼미래 기간에서는 홍수 위험도의 범위가 더욱 넓어지는 것으로나타났으며, SSP2-4.5와 SSP5-8.5 두 시나리오모두 먼미래 기간에서 홍수 위험도의 중앙값이 가장 높았다. 또한, 연총강수량과연총유출은 과거 대비 10% 미만 증가하는데 비해, 홍수시댐무효방류량은 120%이상 증가하여, 연구대상지역인 합천댐유역의 경우, 미래 기후변화로 인한 홍수위험도가 상승할 것으로 예상된다.

• Structural Engineering and Mechanics
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• 제69권5호
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• pp.557-566
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• 2019

The reservoir basin bedrock produced significant impact on the long-term service safety of super-high arch dams. It was important for accurately identifying geomechanical parameters and its evolution process of reservoir basin bedrock. The deformation modulus mechanism research methods of reservoir basin bedrock deformation modulus for super-high arch dams was carried out by finite element numerical calculation of the reservoir basin bedrock deformation and in-situ monitoring data analysis. The deformation modulus inversion principle of reservoir basin bedrock in a wide range was studied. The convergence criteria for determining the calculation range of reservoir basin of super-high arch dams was put forward. The implementation method was proposed for different layers and zones of reservoir basin bedrock. A practical engineering of a super-high arch dam was taken as the example.