• 제목/요약/키워드: Watersheds

검색결과 885건 처리시간 0.024초

기후변화 시나리오 (A1B)에 따른 농업용 저수지 유역의 미래 토지피복변화 예측 및 논 면적 변화 특성 분석 (Prediction of Land-cover Changes and Analysis of Paddy Fields Changes Based on Climate Change Scenario (A1B) in Agricultural Reservoir Watersheds)

  • 오윤경;유승환;이상현;박나영;최진용;윤동균
    • 한국농공학회논문집
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    • 제54권2호
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    • pp.77-86
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    • 2012
  • This study was aim to predict future land-cover changes and to analyze regional land-cover changes in irrigation areas and agricultural reservoir watersheds under climate change scenario. To simulate the future land-cover under climate change scenario - A1B of the SRES (Special Report on Emissions Scenarios), Dyna-CLUE (Conversion of Land Use Change and its Effects) was applied for modeling of competition among land-use types in relation to socioeconomic and biophysical driving factors. For the study areas, 8 agricultural reservoirs were selected from 8 different provinces covering all around nation. The simulation results from 2010 to 2100 suggested future land-cover changes under the scenario conditions. For Madun reservoir in Gyeonggi-do, total decrease amount of paddy area was a similar amount of 'Base demand scenario' of Water Vision 2020 published by MLTMA (Ministry of Land, Transport and Maritime Affairs), while the decrease amounts of paddy areas in other sites were less than the amount of 'High demand scenario' of Water Vision 2020. Under A1B scenario, all the land-cover results showed only slight changes in irrigation areas of agricultural reservoirs and most of agricultural reservoir watersheds will be increased continuously for forest areas. This approach could be useful for evaluating and simulating agricultural water demand in relation to land-use changes.

환경부 8일 유량.수질 자료를 이용한 SWAT 자동보정 모듈 개선 및 적용 평가 (Enhancement and Application of SWAT Auto-Calibration using Korean Ministry of Environment 8-Day Interval Flow/Water Quality data)

  • 강현우;류지철;강형식;최재완;문종필;최중대;임경재
    • 한국물환경학회지
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    • 제28권2호
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    • pp.247-254
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    • 2012
  • Soil and Water Assessment Tool (SWAT) model has been widely used in estimation of flow and water quality at various watersheds worldwide, and it has an auto-calibration tool that could calibrate the flow and water quality data automatically from thousands of simulations. However, only continuous measured day flow/water quality data could be used in the current SWAT auto-calibration tool. Therefore, 8-day interval flow and water quality data measured nationwide by Korean Ministry of Environment (MOE) could not be used in SWAT auto-calibration even though long-term flow and water quality data in the Korean Total Maximum Daily Load (TMDL) watersheds available. In this study, current SWAT auto-calibration was modified to calibrate flow and water quality using 8-day interval flow and water quality data. As a result of this study, the Nash and Sutcliffe Efficiency (NSE) values for flow estimation using auto-calibration are 0.77 (calibration period) and 0.68 (validation period), and NSE value for water quality (T-P load) estimation (using the 8-day interval water quality data) is 0.80. The enhanced SWAT auto-calibration could be used in the estimation of continuous flow and water quality data at the outlet of TMDL watersheds and ungaged point of watersheds. In the next study, the enhanced SWAT auto-calibration will be integrated with Web based Load Duration Curve (LDC) system, and it could be suggested as methods of appraisal of TMDL in South Korea.

지형학적 인자에 따라 군집화된 중소규모유역의 합성단위도법 제시 (Estimation of Synthetic Unit Hydrograph by Cluster Analysis Using Geomorphic Characteristics of Mid-size Watershed)

  • 김진겸;김종민;강부식
    • 대한토목학회논문집
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    • 제36권3호
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    • pp.439-449
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    • 2016
  • 유역의 지형학적특성을 이용한 합성단위도법을 제시하였다. 합성단위도 산정을 위하여 19개 유역에 대하여 6개 지형학적 인자를 사용하였으며, 전체유역을 유역면적 $ 200km^2$을 기준으로 2개의 군집으로 분류하였다. 19개 유역을 대상으로 군집별로 표준화된 지형학적 인자와 유역별 대표단위도의 첨두비유량 및 첨두시간과의 회귀식을 제시하였으며, Nash와 Clark 단위도를 유도하였다. 합성단위도의 모의정확도 검증을 위해 추가적으로 선택한 6개 유역에서 2010-2011년에 발생한 145개 강우-유출사상에 적용하여 경험식을 사용한 Clark모형의 적용결과와 비교하였다. 검증결과 기존의 합성단위도법에 비해 높은 정확도를 나타내었으며, 이러한 결과는 미계측 유역에서의 적용 가능성을 보여주었다.

부하지속곡선(Load Duration Curve; LDC)을 이용한 한강수계 오염총량관리 목표수질 평가방법 적용 방안 (Application of the Load Duration Curve (LDC) to Evaluate the Achievement Rate of Target Water Quality in the Han-River Watersheds)

  • 김은경;류지철;김홍태;김용석;신동석
    • 한국물환경학회지
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    • 제31권6호
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    • pp.732-738
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    • 2015
  • Water quality in four major river basin in Korea was managed with Total Maximum Daily Load (TMDL) System. The unit watershed in TMDL system has been evaluated with Target Water Quality (TWQ) assessment using average water quality, without considering its volume of water quantity. As results, although unit watershed are obtained its TWQ, its allocated loads were not satisfied and vice versa. To solve these problems, a number of TWQ assessments with using Load Duration Curve (LDC) have been studied at other watersheds. The purpose of this study was to evaluate achievement of TWQ with Flow Duration Curve (FDC) and Load Duration Curve(LDC) at 26 unit watersheds in Han river basin. The results showed that achievement rates in TWQ assessment with current method and with LDC were 50~56 % and 69~73%, respectively. Because of increasing about 20% of achievement rates with using LDC, the number of exceeded unit watershed at Han river Basin was decreased about 4~6 unit watersheds.

수질오염총량관리 단위유역 유량그룹별 수체 손상 분석 (Research on the Evaluation of Impaired Waterbody using the Flowrate Group at TMDL Unit Watershed in Nakdong River Basin)

  • 황하선;김상수;김진이;박배경
    • 한국물환경학회지
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    • 제28권6호
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    • pp.933-942
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    • 2012
  • The purpose of this study is to evaluate the degree of waterbody impairment according to the flow conditions and present to the appropriate water quality improvement alternatives using observed water quality and flow for Total Maximum Daily Load (TMDL) implementation at 39 unit watersheds the nakdong river basin. Observed water quality data for 7 years are divided into five cumulative flow frequency group and comparing the each observed water quality data and TMDL Target water quality (TWQ) the last evaluate the water quality is impaired group. We found that the cumulative flow frequency group-specific the average excess rate of V group was the highest (32.86%), followed by the IV group (26.04%), group III (23.36%), II group (22.67%), I group (20.70%), the degree of impaired waterbody tended to be inversely proportional to the flow rate. Resulted from cumulative flow frequency group of impaired water quality assessment, 13 unit watersheds are impaired from a group IV and group V affected by point sources. Therefore, improvement of sewage discharge and the initial composition of the riparian buffer zone are needed. Nakbon F, Namkang D and Namkang E within 13 unit watersheds are impaired from group II and III affected by non-point sources. Therefore, application of Best Management Practices (BMPs) is needed for these watersheds. Evaluation of impaired waterbody using Cumulative flow frequency group is able to determine the extent of the judgment to TWQ exceeded by the flow conditions and helps proper setting Standard flow and planning pollutant reduction for TMDL.

미계측 유역의 홍수피해분석을 위한 자연유량의 홍수지표 기반 확률홍수량 산정 (Estimation of Flood Quantile in Ungauged Watersheds for Flood Damage Analysis Based on Flood Index of Natural Flow)

  • 채병석;최시중;안재현;김태웅
    • 대한토목학회논문집
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    • 제38권1호
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    • pp.175-182
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    • 2018
  • 본 연구에서는 설계 강우-유출 관계 분석법으로 산정된 값을 지역빈도해석 기법을 바탕으로 보정하여 미계측 유역에서의 확률홍수량을 산정하는 방법을 제안하였다. 홍수빈도해석법과 설계 강우-유출 관계 분석법을 비교 분석한 결과, 설계 강우-유출 관계 분석법으로 산정된 확률홍수량이 약 52% 과대 산정되는 것으로 나타났다. 또한, 미계측 유역의 확률홍수량을 산정하기 위해서 유역 특성인자를 자연유량으로 지표화 하여 지역빈도해석법을 수행하였다. 이와 같은 세 가지 방법의 설계홍수량 산정법을 기반으로 미계측 유역을 대상으로 적용할 수 있는 보정식을 도출하였다. 미계측 유역에 대한 적용성을 검토하기 위해 Leave-One-Out Cross-Validation 기법과 Skill Score 기법을 적용하였다. 그 결과, 정확도가 기존의 설계 강우-유출 관계 분석법보다 23.2% 증가한 것으로 나타났다.

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.

산림소유역 유출수의 비강우일 비점오염물질 농도 변화 및 유출 특성 분석 (Changes in temporal and spatial stream water concentrations and analysis on nonpoint source runoff in forested watersheds on non rainfall days)

  • 유현주;최형태;김재훈;임홍근;양현제
    • 한국환경복원기술학회지
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    • 제23권6호
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    • pp.137-149
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    • 2020
  • This study was carried out to analyze the monthly runoff concentration on non rainfall days in order to prepare basic data to compare the runoff concentration on rainfall days in 7 forest watersheds in the Republic of Korea. Forest stream water has been collected through 15 times of sampling in each watershed and analyzed based on the changes in concentration of Biochemical Oxygen Demand(BOD), Chemical Oxygen Demand(COD), Total Organic Carbon(TOC), Total Nitrogen(TN), and Total Phosphorus(TP). The average concentration was 0.8 mg/L for BOD, 1.4 mg/L for COD, 0.8 mg/L for TOC, 1.85 mg/L for TN and 0.002 mg/L for TP during non rainfall days. Coniferous forested watersheds showed higher value of TN and TP concentration. Concentrations of BOD and TP in early March (p<0.01) were affected by melt water flow input in spring season. Significant differences (p<0.01) in concentrations were observed in BOD and TOC, indicating seasonal rainfall and vegetation growth impacts on forest stream quality. Concentration of TN and TP showed significant positive correlation, and weak negative correlation was found in the concentration of BOD and TOC. It is expected that result of forest stream water on non rainfall days could be basic information in managing non-point source from forest watersheds.

농촌 유역 저수지 상·하류 통합 홍수 모의 시스템 구축 및 적용 (An Integrated Flood Simulation System for Upstream and Downstream of the Agricultural Reservoir Watershed)

  • 곽지혜;김지혜;이현지;이준혁;조재필;강문성
    • 한국농공학회논문집
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    • 제65권1호
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    • pp.41-49
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    • 2023
  • To utilize the hydraulic and hydrological models when simulating floods in agricultural watersheds, it is necessary to consider agricultural reservoirs, farmland, and farmland drainage system, which are characteristics of agricultural watersheds. However, most of them are developed individually by different researchers, also, each model has a different simulation scope, so it is hard to use them integrally. As a result, there is a need to link each hydraulic and hydrological model. Therefore, this study established an integrated flood simulation system for the comprehensive flood simulation of agricultural reservoir watersheds. The system can be applied easily to various watersheds because historical weather data and the SSP (Shared Socio-economic Pathways) climate change scenario database of ninety weather stations were built-in. Individual hydraulic and hydrological models were coded and coupled through Python. The system consists of multiplicative random cascade model, Clark unit hydrograph model, frequency analysis model, HEC-5 (Hydrologic Engineering Center-5), HEC-RAS (Hydrologic Engineering Center-River Analysis System), and farmland drainage simulation model. In the case of external models with limitations in conceptualization, such as HEC-5 and HEC-RAS, the python interpreter approaches the operating system and gives commands to run the models. All models except two are built based on the logical concept.

BASINS-SWAT 모델을 이용한 경안천 유역의 비점원 오염배출 중점관리 대상지역 결정 (Decision of Critical Area Due to NPS Pollutant Loadings from Kyongan Stream Watershed using BASINS-SWAT)

  • 장재호;윤춘경;정광욱;손영권
    • 한국농공학회논문집
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    • 제51권5호
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    • pp.69-78
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    • 2009
  • In order to improve water quality of upper watershed of Paldang reservoir, it is necessary to evaluate non-point source pollution loads and identify critical watershed pollution sources. A GIS based Soil and Water Assessment Tool was applied to evaluate model application and reliability, estimate NPS pollution load, identify critical watershed by NPS pollution sources, and suggest various best management practices for Kyongan Stream watershed. Yearly NPS pollution loads were estimated 30.0% SS, 60.1% TN and 35.4% TP, respectably. The watershed pollution load is mainly decided by precipitation condition and SS and nutrients load have a significant regression relationship. Based on 10-year average yearly NPS pollution load, critical sub-watersheds were identified. The No. 5 and 17 which have lots of relatively intensive agricultural fields and scattered industrial area were vary critical sub-watersheds and under more intensive pollution load. In order to control critical watershed, watershed best management practices such as scientific fertilizer, contour farming and parallel terrace, transferring the sloppy farmland to grass or forest and constructing a buffer zone, and constructing wetlands and retention ponds will be applied. Overall the SWAT model can be efficiently used for identification of critical sub-watersheds in order to develop a priority watershed management plan to reduce water pollutions.