• 제목/요약/키워드: water pollution prediction

검색결과 95건 처리시간 0.031초

농촌지역 지하수의 오염 예측 방법 개선방안 연구: 충남 금산 지역에의 적용 (A Study of Improvement for the Prediction of Groundwater Pollution in Rural Area: Application in Keumsan, Korea)

  • 정범근;채기탁;고동찬;고경석;구민호
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제13권4호
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    • pp.40-53
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    • 2008
  • 지하수의 오염 예측 기법의 개선을 위하여 미국 환경청(U.S. EPA)에서 개발된 지하수 오염 취약성 평가방법인 DRASTIC 모델(Aller et al., 1987), Panagopoulos et al.(2006)가 제안한 M-DRASTIC, Rupert(1999)가 제안한 LSDG 방법을 충남 금산 지역에 적용하였다. 충남 금산 지역은 농업을 비롯한 다양한 토지이용 특성과 아울러 다양한 지질, 지형, 토양 분포를 나타내어 지하수 오염예측 기법의 개선을 위한 연구에 최적의 조건을 갖추고 있다. DRASTIC 평가를 위하여 149개의 충적층 관정에 대한 수질 및 수리지질 조사가 수행되었으며, 지하수의 질산염 이온의 농도와 각 예측 방법으로부터 도출된 지수와의 상관관계 분석을 통하여 예측방법의 효용성을 평가하였다. EPA DRASTIC은 지하수 심도, 순 충진량, 대수층 매질, 토양 매질, 지형 경사, 비포화대 매질, 수리전도도 등 수리지질학적 인자들을 이용하여 지하수 오염 취약성을 상대적으로 평가하는 방법으로, 지하수의 잠재오염원에 대한 정보가 포함되지 않으므로 지하수 오염을 예측하는데 비효율적이다. 본 연구 결과, 관정 주변 150 m 영역의 DRASTIC 지수와 해당 관정의 질산염 이온 농도의 상관관계는 0.058로 낮게 나타났다. 한편, M-DRASTIC의 경우 DRASTIC과 사용하는 인자는 같으나 등급과 가중치를 실제 질산염 이온 농도의 비율로부터 산출한다. 등급만을 수정하였을 경우 0.245, 등급과 가중치를 모두 수정하였을 경우 질산염 이온 농도와의 상관관계는 0.400로 지하수 오염 예측율이 개선되었다. LSDG 방법은 토지이용(Land use), 토양 배수(Soil drainage), 지하수면 심도(Depth to water), 지질(Geology)를 특성에 따라서 구분하고 해당 지역의 질산염 이온 농도 평균의 차이를 통계적으로 분석하여 등급을 산정하는 기법으로, 금산 지역에 적용한 결과 질산염 이온 농도와의 상관관계가 0.415로 개선되었다. 결과적으로 LSDG를 적용하였을 경우 EPA DRASTIC 보다 질산염 이온 농도와의 상관관계가 0.357만큼 개선되었다. M-DRASTIC과 LSDG의 예측율이 증가하는 것은, 이 방법들의 등급과 가중치에는 현재의 오염현황이 반영되기 때문으로 질산염 이온 오염 가능성을 귀납적으로 예측하기 때문이다. LSDG의 예측율이 가장 높은 이유는 LSDG에는 잠재오염원으로 분류되는 토지이용이 포함되었기 때문인 것으로 판단된다.

1차원 수질 예측 모형의 검보정 자동화 시스템 개발 및 낙동강에서의 적용 (Development of 1-Dimensional Water Quality Model Automatizing Calibration-Correction and Application in Nakdong River)

  • 손아롱;한건연;박경옥;김병현
    • 환경영향평가
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    • 제20권5호
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    • pp.765-777
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    • 2011
  • According to the total pollution load management system, exact prediction and analysis of water quality and discharge has been required in order to allocate the amount of pollution load to each local government. In this study, QUAL2E model was used for comparison with other water quality models and improve the inadequate to forecast future water quality. And Various calibration and verification methods were applied to deal with existing uncertainties of parameter during modeling water quality. For user convenience, A GUI(Graphical User Interface) system named "QL2-XP" model is developed by object-oriented language for the user convenience and practical usage. Suggested GUI system consist of hydraulic analysis, water quality analysis, optimized model calibration processes, and postprocessing the simulation results. Therefore this model will be effectively utilized to manage practical and efficient water quality.

생태계모텔에 의한 진해만의 빈산소수괴 저감예측 (Numerical Prediction for Reduction of Oxygen Deficient Water Mass by Ecological Model in Jinhae Bay)

  • 이인철;공화훈;윤석진
    • 한국해양공학회지
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    • 제22권5호
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    • pp.75-82
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    • 2008
  • As a basic study for establishing a countermeasure for an oxygen deficient water mass (ODW), we investigated the variation of ODW volume according to the enforced total pollution load management in Jinhae Bay. This study estimated the inflowing pollutant loads into Jinhae Bay and predicted the reduction in ODW by using a sediment-water ecological model (SWEM). The result obtained in this study are summarized as follows: 1) The daily average pollutant loads of COD, SS, TN, TP, DIN, and DIP inflowing into Jinhae bay in 2005 were estimated to be about 12,218 kg-COD/day, 91,884 kg-SS/day, 5,292 kg-TN/day, 182 kg-TP/day, 4,236 kg-DIN/day, and 130 kg-DIP/day. 2) The calculated results of the tidal current by the hydrodynamic model showed good agreement with the observed currents. Also, an ecological model well reproduced the spatial distribution of the water quality in the bay. 3) This study defined the ODWDI (ODW decreasing index) in order to estimate the ODW decreasing volume caused by a reduction in the inflowing pollutant loads. As a result, the ODWDI was predicted to be about 0.91 (COD 30% reduction), 0.87 (COD 50% reduction), 0.79 (COD 70% reduction), 0.85 (ALL 30% reduction), 0.66 (ALL 50% reduction), and 0.45 (ALL 70% reduction). The ODW volume was decreased 1.5 $\sim$ 2.6 times with a reduction in the COD, TN, and TP inflowing pollutant loads compared to a reduction in just the COD inflowing pollutant load. Therefore, it is necessary to enforce total pollution load management, not only for COD, but also fm TN and TP.

불확실성을 고려한 통합유역모델링 (Integrated Watershed Modeling Under Uncertainty)

  • 함종화;윤춘경;다니엘 라욱스
    • 한국농공학회논문집
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    • 제49권4호
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    • pp.13-22
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    • 2007
  • The uncertainty in water quality model predictions is inevitably high due to natural stochasticity, model uncertainty, and parameter uncertainty. An integrated modeling system under uncertainty was described and demonstrated for use in watershed management and receiving-water quality prediction. A watershed model (HSPF), a receiving water quality model (WASP), and a wetland model (NPS-WET) were incorporated into an integrated modeling system (modified-BASINS) and applied to the Hwaseong Reservoir watershed. Reservoir water quality was predicted using the calibrated integrated modeling system, and the deterministic integrated modeling output was useful for estimating mean water quality given future watershed conditions and assessing the spatial distribution of pollutant loads. A Monte Carlo simulation was used to investigate the effect of various uncertainties on output prediction. Without pollution control measures in the watershed, the concentrations of total nitrogen (T-N) and total phosphorous (T-P) in the Hwaseong Reservoir, considering uncertainty, would be less than about 4.8 and 0.26 mg 4.8 and 0.26 mg $L^{-1}$, respectively, with 95% confidence. The effects of two watershed management practices, a wastewater treatment plant (WWTP) and a constructed wetland (WETLAND), were evaluated. The combined scenario (WWTP + WETLAND) was the most effective at improving reservoir water quality, bringing concentrations of T-N and T-P in the Hwaseong Reservoir to less than 3.54 and 0.15 mg ${L^{-1}$, 26.7 and 42.9% improvements, respectively, with 95% confidence. Overall, the Monte Carlo simulation in the integrated modeling system was practical for estimating uncertainty and reliable in water quality prediction. The approach described here may allow decisions to be made based on probability and level of risk, and its application is recommended.

SWMM과 WASP5 모형을 사용한 하구담수호의 수질 예측 (Prediction of water quality in estuarine reservoir using SWMM and WASP5)

  • 윤춘경;함종화
    • 한국환경농학회지
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    • 제19권3호
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    • pp.252-258
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    • 2000
  • SWMM and WASP5 were applied for pollutant loading estimate from watershed and reservoir water quality simulation, respectively, to predict estuarine reservoir water quality. Application of natural systems to improve estuarine reservoir water quality was reviewed, and its effect was predicted by WASP5. Study area was the Hwa-Ong reservoir in Hwasung-Gun, Kyonggi-Do. Procedures for estimation of pollutant loading from watershed and simulation of corresponding reservoir water quality were reviewed. In this study, SWMM was proved to be an appropriate watershed model to the nonurban area, and it could evaluate land use effects and many hydrological characteristics of catchment. WASP5 is a well known lake water quality model and its application to the estuarine reservoir was proved to be suitable. These models are both dynamic and the output of SWMM can be linked to the WASP5 with little effort, therefore, use of these models for reservoir water quality prediction in connection was appropriate. Further efforts to develop more logical and practical measures to predict reservoir water quality are necessary for proper management of estuarine reservoirs.

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해양정보기반 방제지원시스템 프로토타입 구축에 관한 연구 (Prototype Development of Marine Information based Supporting System for Oil Spill Response)

  • 김혜진;이문진
    • 한국지리정보학회지
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    • 제11권4호
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    • pp.182-192
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    • 2008
  • 효율적인 방제전략 수립 지원시스템 개발의 일환으로 환경민감정보 기반의 유출유 확산예측 시스템과 피해위험도 예측시스템을 연계하여 인천-대산해역을 대상으로 해양오염 방제지원시스템의 프로토타입을 개발하였다. 유출유 확산예측시스템에서는 실시간 바람과 실시간 해수유동을 기반으로 유출유의 이동을 계산하고, 유출유 특성에 따라 해상 유출유의 풍화작용을 모델링하여 유출유의 잔류량 및 확산분포를 계산하였다. 유출유 확산예측의 실시간 바람은 국립환경과학원의 실시간 기상모델 결과를 ftp를 이용하여 실시간으로 연계하여 활용하며, 실시간 해수유동으로서 조류는 수치모델결과와 검조소 관측결과의 결합을 통해 실시간 조석을 예측하는 CHARRY(Current by Harmonic Response to the Reference Yardstick) 모델을 이용하여 예측하고, 실시간 취송류는 바람과 취송류간의 상관관계와 반응함수를 이용하여 예측하였다. 실시간 해수유동을 따라 이동하면서 풍화되는 유출유의 풍화작용은 유출유 특성에 따라 결정된 감소율을 적용하여 모델링하였다. 본 시스템은 GIS 기술을 이용하여 해양 정보를 ESI(Environmental Sensitivity Index) 및 방제자원 정보와 통합하고 종합적으로 제공함으로써 방제전략 수립을 지원할 수 있다.

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Future water quality analysis of the Anseongcheon River basin, Korea under climate change

  • Kim, Deokwhan;Kim, Jungwook;Joo, Hongjun;Han, Daegun;Kim, Hung Soo
    • Membrane and Water Treatment
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    • 제10권1호
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    • pp.1-11
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    • 2019
  • The Intergovernmental Panel on Climate Change (IPCC) Fifth Assessment Report (AR5) predicted that recent extreme hydrological events would affect water quality and aggravate various forms of water pollution. To analyze changes in water quality due to future climate change, input data (precipitation, average temperature, relative humidity, average wind speed and sunlight) were established using the Representative Concentration Pathways (RCP) 8.5 climate change scenario suggested by the AR5 and calculated the future runoff for each target period (Reference:1989-2015; I: 2016-2040; II: 2041-2070; and III: 2071-2099) using the semi-distributed land use-based runoff processes (SLURP) model. Meteorological factors that affect water quality (precipitation, temperature and runoff) were inputted into the multiple linear regression analysis (MLRA) and artificial neural network (ANN) models to analyze water quality data, dissolved oxygen (DO), biological oxygen demand (BOD), chemical oxygen demand (COD), suspended solids (SS), total nitrogen (T-N) and total phosphorus (T-P). Future water quality prediction of the Anseongcheon River basin shows that DO at Gongdo station in the river will drop by 35% in autumn by the end of the $21^{st}$ century and that BOD, COD and SS will increase by 36%, 20% and 42%, respectively. Analysis revealed that the oxygen demand at Dongyeongyo station will decrease by 17% in summer and BOD, COD and SS will increase by 30%, 12% and 17%, respectively. This study suggests that there is a need to continuously monitor the water quality of the Anseongcheon River basin for long-term management. A more reliable prediction of future water quality will be achieved if various social scenarios and climate data are taken into consideration.

팔당댐 상류의 수질예보시스템 개발에 관한 연구 (A Study on the Development of Water Quality Forecasting System in Upstream of Paldangdam)

  • 최남정;서일원;김영한;이명은
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2007년도 학술발표회 논문집
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    • pp.1387-1391
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    • 2007
  • In this study, water quality prediction that is necessary to water quality forecasting system is performed using 2-D river analysis models RMA-2 and RAM4. RAM4 is suitable to water quality forecasting system cause it is possible to put in the pollutants as a mass type boundary condition. Instant injections of pollutants at Yongdamdaegyo Bridge in Namhangang River are simulated and the behavior of pollutant cloud is observed. The effects of water quality accident to Paldang 2 water intake plants in Paldangho Lake is analyzed with time variation. And extra flow simulation is performed for mitigation of pollution. Several cases of water quality forecasting system at home and abroad are investigated and the direction of water quality forecasting system is presented.

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농지-임야 유역의 비점원 발생 BOD 부하의 추정 (Estimation of BOD Loading of Diffuse Pollution from Agricultural-Forestry Watersheds)

  • 김건하;권세혁
    • 한국물환경학회지
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    • 제21권6호
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    • pp.617-623
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    • 2005
  • Forestry and agricultural land uses constitute 85% of Korea and these land uses are typically mixed in many watersheds. Biological Oxygen Demand (BOD) concentration is a primary factor for managing water qualities of the water resources in Korea. BOD loadings from diffuse sources, however, not well monitored yet. This study aims to assess BOD loadings from diffuse sources and their affecting factors to conserve quality of water resources. Event Mean Concentration (EMC) of BOD was calculated based on the monitoring data of forty rainfall events at four agricultural-forestry watersheds. Exceedence cumulative probability of BOD EMCs were plotted to show agricultural activities in a watershed impacts on the magnitude of EMCs. Prediction equation for each rainfall event was proposed to estimate BOD EMCs: $EMC_{BOD}(mg/L)=EXP(0.413+0.0000001157{\times}$(discharged runoff volume in $m^3$)+0.018${\times}$(ratio of agricultural land use to total watershed area).

수질오염총량관리를 위한 유역모형의 유달 과정 재현방안 연구 (Study on Representation of Pollutants Delivery Process using Watershed Model)

  • 황하선;이한필;이성준;안기홍;박지형;김용석
    • 한국물환경학회지
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    • 제32권6호
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    • pp.589-599
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    • 2016
  • Implemented since 2004, TPLC (Total Pollution Load Control) is the most powerful water-quality protection program. Recently, uncertainty of prediction using steady state model increased due to changing water environments, and necessity of a dynamic state model, especially the watershed model, gained importance. For application of watershed model on TPLC, it needs to be feasible to adjust the relationship (mass-balance) between discharged loads estimated by technical guidance, and arrived loads based on observed data at the watershed outlet. However, at HSPF, simulation is performed as a semi-distributed model (lumped model) in a sub-basin. Therefore, if the estimated discharged loads from individual pollution source is directly entered as the point source data into the RCHRES module (without delivery ratio), the pollutant load is not reduced properly until it reaches the outlet of the sub-basin. The hypothetic RCHRES generated using the HSPF BMP Reach Toolkit was applied to solve this problem (although this is not the original application of Reach Toolkit). It was observed that the impact of discharged load according to spatial distribution of pollution sources in a sub-basin, could be expressed by multi-segmentation of the hypothetical RCHRES. Thus, the discharged pollutant load could be adjusted easily by modification of the infiltration rate or characteristics of flow control devices.