• 제목/요약/키워드: WASP Model

검색결과 97건 처리시간 0.029초

대청댐 유역관리를 위한 수정-WASP5 모형의 적용 (Application of Modified-WASP5 for Daecheong Dam Watershed Management)

  • 김진호;신동석;권순국
    • 한국물환경학회지
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    • 제24권1호
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    • pp.7-18
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    • 2008
  • The objective of this study was to develop and apply a water quality simulation model for the evaluation of ungaged watershed. The Modified WASP5 consisted of three sub-models, LOAD-M, DYN-M, and EUT-M. LOAD-M, an empirical model, estimates runoff loadings using point and non-point source data of villages. Daecheong Dam watershed was selected for the research to calibrate, verify and application of Modified-WASP5. LOAD-M model was established using field data collected from all items of water quality and water quantity gaging stations of the watersheds, and was applied to the ungauged watersheds, taking the watershed properties under consideration. The result of water quality simulation using ModifiedWASP5 shows that the observed BOD data of Yongpo and Daechong Dam in 1999 were 0.8 mg/L and 1.0 mg/L, and simulated data were 0.9 mg/L and 0.9 mg/L, respectively. In case of 1999, average BOD concentrations were 0.8 mg/L and 1.0 mg/L. Simulated concentration showed 1.1 mg/L and 1.5 mg/L, respectively. Generally, the simulation results were in good agreement with the observed data. This study was focused on formulating an integrated model for evaluating ungauged watersheds. Even though simulation results varied slightly due to limited availability of data, the model developed in this study would be a useful tool for the assessment and management of ungauged watersheds.

WASP 모형에 의한 충주댐 조정지호의 수질예측 (Water Quality Prediction of Chungju Reguration Reservoir by WASP Model)

  • 장인수;박기범;이원호;김지학
    • 한국환경과학회지
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    • 제18권6호
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    • pp.683-690
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    • 2009
  • The water quality of reservoir can be controled by water quality prediction model because it can not only grasping the present water state but also predicting the water quality in future. In this study, WASP model is used to predict the water quality of Chungju reguration reservoir. This model has some special option which predicts the pollutant outflow phenomenon caused by the contamination sources. So this model is widely used because that can present the scientific basis in this field. This model can help the managers make the right choice of water quality policy. Environmental grade of Chungju reguration reservoir is in III,IV grade which is in bad condition comparatively. The water contamination will be in poor as the year passes. When considering T-N, T-P which are the nutrient to control eutrophication, the concentrated administration about contamination sources is in urgent.

농업용 저수지 수질모델 (ARSIM-rev) 개발 및 적용 (Development and Application of Agricultural Reservoir Water Quality Simulation Model (ARSIM-rev))

  • 함종화;김동환;김형중;김미옥
    • 한국농공학회논문집
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    • 제54권6호
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    • pp.65-76
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    • 2012
  • Agricultural reservoir water quality simulation model (ARSIM-rev) was developed in this study for water quality simulation of a small and shallow agricultural reservoir with limited observed water quality data. Developed ARSIM-rev is a zero-dimensional water quality model because of little spatial differences in water quality between stations in a small and shallow agricultural reservoir. ARSIM-rev used same water quality reaction equations with WASP except for several equations, and daily based input parameters such as settling rate, release rate from sediment, and light extinction coefficient changed yearly based input parameters in ARSIM-rev. A number of pre- and post-processors were developed such as auto calibration and scenario analysis for ARSIM-rev. CE-QUAL-W2, WASP, and developed ARSIM-rev were applied to Mansu agricultural reservoir to evaluate model performance, and ARSIM-rev demonstrated similar model performance with CE-QUAL-W2 and WASP when low number of observed data was used for agricultural reservoir water quality simulation. Overall, developed ARSIM-rev was feasible for water quality simulation in a small and shallow agricultural reservoir with limited observed water quality data, and it can simulate agricultural reservoir water quality precisely enough like common water quality model such as CE-QUAL-W2 and WASP within a limited time.

WASP 모형을 이용한 횡성호 수질해석 (Water-Quality Analysis of Hoengsung Lake using WASP Model)

  • 김상호;조영제;김광수;오현욱
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2008년도 학술발표회 논문집
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    • pp.2037-2041
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    • 2008
  • 댐의 상류에서 유입되는 하천수는 상수원수의 수질농도와 직결되기 때문에 보다 심도 있는 수질관리가 필요할 것이다. 본 연구에서는 댐 상류에 위치한 저수지와 하천에서의 수질해석을 위해 WASP 모형을 사용하여 수질해석을 실시하였다. 대상구간은 강원도 횡성군의 남한강 제1지류인섬강에 위치한 횡성댐 상류 계천의 매일수위국에서부터 횡성호 구간인 13.9km에 대해 적용하였다. 이를 위해 2005년 1월부터 2006년 6월까지 매일수위국을 비롯한 주요 지점에서 측정된 수질자료를 이용하여 WASP 모형에 대한 부정정 수질모의를 실시하였으며, 이를 실측자료와 비교하여 모형에 대한 정확성을 검증하였다. 또한 하천 수질해석에 널리 사용되는 QUAL2E 모형을 대상구간에 적용하여 WASP 모형의 모의결과와 비교하여 적용성을 검토하였다.

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WASP5 & WASP Builder을 이용한 농업용저수지 유역의 수질관리 (Water Quality Management using WASPS & WASP Builder for a Basin of an Agricultural Reservoir)

  • 정팔진;고홍석;현미희;이은주
    • 한국물환경학회지
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    • 제20권5호
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    • pp.422-431
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    • 2004
  • Water quality modeling was performed for the purpose of diagnosis and prediction of water quality in Gyoung Choen reservoir, using EUTR05/WASP Build model. WASP Builder is capable of visual display in window and it has an advantage of updating and modification for data. Field data of 1992, Spring, Summer, and Fall, were used to calibrate model and these results were validated using data of 2000, Spring, Summer, and Fall. The reservoir was divided into 4 epilimnion segments. Water quality system for modeling were consist of BOD, Chlorophyll-a, DO, $NH_3-N$, $NO_3-N$, T-N, $PO_4-P$, T-P. The results of water quality modelling using EUTR05/WASP Builder, a range of the Correlation for calibration of BOD, T-N, T-P, and Chlorophyll-a according to three seasons are 0.63~0.90, 0.81~0.97, 0.75~0.98, and 0.77~0.98 respectively. And the correlation between simulated and observed values for verification of BOD, T-N, T-P, and Chlorophyll-a according to three seasons are 0.93, 0.94, 0.81, and 0.80 respectively. Among the pollutant sources for a basin of the Gyoung Choen reservoir, generated amount of livestock is the highest and BOD, T-N, T-P of generated loading percentage are 94%, 81%, and 95%. So, we suppose that inflow load amount will decrease 50% and increase 50% only livestock about current load amount. If increasing load amount of livestock 50% in segment 2 and 3, BOD, T-N, and T-P simulated increasing to range of $0.02~0.15mg/{\ell}$, $0.029~0.08mg/{\ell}$, $0.011~0.029mg/{\ell}$ in comparison with current water quality

HSPF, EFDC 및 WASP에 의한 영주다목적댐 저수지의 수질예측 (Water Quality Modeling of Youngju Dam Reservoir by HSPF, EFDC and WASP)

  • 박재충;최재훈;송영일;송상진;서동일
    • 환경영향평가
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    • 제19권5호
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    • pp.465-473
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    • 2010
  • This study was carried out to investigate the effect of EFDC hydrodynamic result on the WASP7.3 water quality modeling result in accordance with the change of number of grid for the dam reservoir to be constructed. The simulated flow and BOD, T-N and T-P loads by the HSPF watershed model was used for boundary conditions and the hydrodynamic modeling results was linked with WASP model to predict future water quality after dam construction. The scenarios for EFDC modeling were composed of Scenario 1(141 grid cells) and Scenario 2(568 grid cells). The results of Scenario 2 showed that BOD, T-N, T-P and Chl-a concentrations were decreased 0.073mg/L(8.5%), 0.032mg/L(2.6%), 0.003mg/L(6.8%), 0.644mg/L(4.2%) compared with those of Scenario 1, respectively. As number of grid cell increased, water quality concentrations were decreased and also it caused the longer running time. Therefore, this study suggests that the consideration of the geometry of water body is more important than the number of grid cells for the prediction of water quality of a dam reservoir in EIA.

EFDC-Hydro와 WASP7.2 를 이용한 금강하류의 수리-수질 연계 모델링 (Serial Use of Hydrodynamic and Water Quality Model of the Geum River using EFDC-Hydro and WASP7.2)

  • 서동일;서미진;구명서;우재균
    • 상하수도학회지
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    • 제23권1호
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    • pp.15-22
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    • 2009
  • This study reports the serial use of a 3-D hydrodynamic model, EFDC-Hydro and a dynamic water quality model WASP7.2 that are maintained by USEPA. The 48 km section of the Geum River downstream between Daechung Dam and Gongju was selected as a sample study site. Topographical information was used to accurately represent morphology of the study site and boundary conditions were derived from governmental databases including WAMIS by Ministry of Land and Ocean and WEIS by Ministry of Environment. EFDC-Hydro was successfully calibrated for observed water level and WASP was calibrated using monthly observed water quality data obtained from the above sources. It was found that the current water quality target of BOD for the Geum River-H point could not be met on monthly basis though every other tributary of the area would meet its own water quality target as assigned in Korean TMDL. This study proposed the new target BOD water quality for the Gabcheon and Mihocheon as 4.3 and 3.6 mg/l, respectively so that the Geum River-H point can meet the target. When Sejong City is constructed, it is estimated that effluent discharge limit of BOD must be less than 4.5 mg/l to meet water quality of the point. This study shows that it is possible to carry out more precise modeling considering both water movement and water kinetics by using EFDC and WASP simultaneously.

EFDC-WASP 연계모형을 이용한 소규모 농업용 저수지 비소 농도 모의 (Simulating Arsenic Concentration Changes in Small Agricultrual Reservoir Using EFDC-WASP Linkage Model)

  • 황순호;신샛별;송정헌;윤광식;강문성
    • 한국농공학회논문집
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    • 제60권5호
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    • pp.29-40
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    • 2018
  • Even if a small amount of arsenic (As) is entering to small agricultural reservoir from upper streams, small agricultural reservoir becomes sensitive to changes in arsenic concentration depending on the water level in case of accumulation continuously because of its scale. If we want to manage arsenic concentration in small agricultural reservoir, it is very important to understand arsenic changes in agricultural reservoir. In spite of the fact that modeling is the most accurate method for analyzing arsenic concentration changes in small agricultural reservoirs, but, it is difficult to monitor arsenic change everyday. So, if data is prepared for modeling arsenic changes, water quality modeling is more effective than monitoring. Therefore, in this study, arsenic concentration changes was simulated and arsenic concentration change mechanism in small reservoir was analyzed using hydrological and water quality monitoring data and by conducting EFDC (Environment Fluid Dynamics Code)-WASP (Water Quality Analysis Simulation Program) linkage. EFDC-WASP coupling technique was very useful for modeling arsenic changes because EFDC can consider hydrodynamic and WASP can perform arsenic concentration simulation, separately. As a results of this study, during dry season, As concentration was maintained relatively high arsenic concentrations. Therefore, water level control will be needed for managing As concentration of reservoir.

유전알고리즘을 이용한 WASP7 모형의 보정과 상수원 저수지에 대한 적용 (Calibration of WASP7 Model using a Genetic Algorithm and Application to a Drinking Water Resource Reservoir)

  • 배상목;조재현
    • 환경영향평가
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    • 제23권6호
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    • pp.432-444
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    • 2014
  • 수동보정으로 수질모델링을 수행할 때는 연구자의 주관이 개입되어 해당 연구의 객관성에 영향을 줄 소지가 있기 때문에 자동보정에 관심을 갖게 된다. 본 연구에서는 WASP7 모형의 수질 매개변수 보정을 위해서 유전알고리즘과 영향계수법을 적용하였다. 이 방법에서는 대상 호수의 BOD, DO, 인, 질소, 식물성플랑크톤에 큰 영향을 미치는 매개변수를 대상으로 최적 수질 매개변수를 산정한다. 성층현상이 일어나는 대상 호수의 수온과 수리적 특성을 정확하게 계산하기 위해 3차원 수리모형인 EFDC를 적용하였고, 이 모형의 결과는 본 연구에서 이용한 호수수질모형인 WASP7 모형과 연동해서 적용되었다. EFDC와 WASP7의 적용을 위해 동일한 격자망을 구성하였다. WASP7의 보정결과 5개 보정 대상 수질변수 중에서 DO, TN, CBOD에 대한 실측치와 계산치의 상대오차제곱합은 비교적 적었다. 따라서 이 세가지 수질에 대한 보정은 적절히 수행되었으나, TP와 Chl-a에 대한 보정결과는 비교적 정확도가 낮았다.

WASP5 모형을 적용한 복하천의 수질 예측 (Water Quality Modeling for Bokha Stream by WASP5 Model)

  • 신동석;권순국
    • 한국환경농학회지
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    • 제16권3호
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    • pp.233-238
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    • 1997
  • 하천 수질예측 모형으로서 WASP5 모형을 선정하고, 복하천에 적용한 결과 다음과 같은 결과를 얻었다. 1. 년평균 유달율을 적용한 결과, 실측치와 계산치 사이에 큰 차이가 나타내므로 시간을 고려한 동적모의발생을 위해서는 계절에 따른 유달율의 변화를 반영하여야 할 것이다. 2. 월별 유달율을 고려한 부하량을 입력하여 계산한 결과, 실측치와 계산치가 거의 일치하므로 유역으로부터의 부하량을 이용한 하천수질 예측모형으로서 WASP5 모형의 활용이 기대된다. 3. GIS를 이용한 부하량 산정, 유역의 최적관리(BMP's)를 통한 발생량 저감, 처리장의 신${\cdot}$증설 등 경계조건이 변동된 경우, 본 WASP5모형에 시기별 유달율을 고려한 자료가 입력된다면 하천수질농도의 예측이나 수질개선효과의 파악이 용이할 것으로 판단된다.

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