• Title/Summary/Keyword: WEPP

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Applying Evaluation of Soil Erosion Models for Burnt Hillslopes - RUSLE, WEPP and SEMMA (산불사면에 대한 토양침식모형의 적용 평가 - RUSLE, WEPP, SEMMA)

  • Park, Sang Deog;Shin, Seung Sook
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.31 no.3B
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    • pp.221-232
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    • 2011
  • Applicability of three soil erosion models for burnt hillslopes was evaluated. The models were estimated with the data from plots established after tremendous wildfire occurred in the east coastal region. Soil erosion and surface runoff were simulated by the Water Erosion Prediction Project (WEPP) and the Revised Universal Soil Loss Equation (RUSLE) of application mode for disturbed forest areas and the Soil Erosion Model for Mountain Areas (SEMMA) developed for burnt hillslopes. Simulated sediment yield and surface runoff were compared with the measured those. In maximum value of sediment yield, three models was under-predicted and RUSLE and WEPP had difference of over two times. SEMMA showed the best model response coefficient, determination coefficient and the model efficiency. In application of models to the soil erosion according to the elapsed year after wildfire, all models were underestimated in initial stage disturbed by wildfire. Evaluation of models in this burnt hillslopes was shown the tends to under-predict soil erosion for larger measured values. Although a lot of sediment can be generated in small rainfall event as fine-grained soil of the high water repellency was exposed excessively right after wildfire, this under-prediction was shown that those models have a limit to estimate the weighted factors by wildfire.

Evaluation of Sediment Yield Prediction and Estimation of Sediment Yield under Various Slope Scenarios at Jawoon-ri using WEPP Watershed Model (WEPP Watershed Version을 이용한 홍천군 자운리 농경지 토양유실 예측 및 경사도에 따른 토양유실량 평가)

  • Choi, Jaewan;Hyun, Geunwoo;Lee, Jae Woon;Shin, Dong Suk;Kim, Ki-Sung;Park, Younshik;Kim, Jonggun;Lim, Kyoung Jae
    • Journal of Korean Society on Water Environment
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    • v.25 no.3
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    • pp.441-451
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    • 2009
  • To evaluate the soil erosion best management practices, many computer models has been utilized over the years. Among those, the USLE and SWAT models have been widely used. These models estimate the soil erosion from the field using empirically-based USLE/MULSE in it. However, these models are not good enough to estimate soil erosion from highland agricultural watershed where severe storm events are causing soil erosion and muddy water issues at the receiving watersheds. Thus, physically-based WEPP watershed version was applied to a watershed, located at Jawoon-ri, Gangwon with very detailed rainfall data, rather than daily rainfall data. Then it was validated with measured sediment data collected at the sediment settling ponds and through overland flow. In this study, very detailed rainfall data, crop management data, soil data reflecting soil reconditioned for higher crop production were used in the WEPP runs. The $R^2$ and the EI for runoff comparisons were 0.88 and 0.91, respectively. For sediment comparisons, the $R^2$ and the EI values were 0.95 and 0.91. Since the WEPP provides higher accuracies in predicting runoff and sediment yield from the study watershed, various slope scenarios (2%, 3%, 5.5%, 8%, 10%, 13%, 15%, 18%, 20%, 23%, 25%, 28%, 30%) were made and simulated sediment yield values were analyzed to develop appropriate soil erosion management practices. It was found that soil erosion increase linearly with increase in slope of the field in the watershed. However, the soil erosion increases dramatically with the slope of 20% or greater. Therefore special care should be taken for the agricultural field with slope greater than 20%. As shown in this study, the WEPP watershed version is suitable model to predict soil erosion where torrential rainfall events are causing significant amount of soil loss from the field and it can also be used to develop site-specific best management practices.

Evaluation of Runoff Prediction from a Coniferous Forest Watersheds and Runoff Estimation under Various Cover Degree Scenarios using GeoWEPP Watershed Model (GeoWEPP을 이용한 침엽수림 지역 유출특성 예측 및 다양한 식생 피도에 따른 유출량 평가)

  • Choi, Jaewan;Shin, Min Hwan;Cheon, Se Uk;Shin, Dongseok;Lee, Sung Jun;Moon, Sun Jung;Ryu, Ji Cheol;Lim, Kyoung Jae
    • Journal of Korean Society on Water Environment
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    • v.27 no.4
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    • pp.425-432
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    • 2011
  • To control non-point source pollution at a watershed scale, rainfall-runoff characteristics from forest watersheds should be investigated since the forest is the dominant land use in Korea. Long-term monitoring would be an ideal method. However, computer models have been utilized due to limitations in cost and labor in performing long-term monitoring at the watersheds. In this study, the Geo-spatial interface to the Water Erosion Prediction Project (GeoWEPP) model was evaluated for its runoff prediction from a coniferous forest dominant watersheds. The $R^2$ and the NSE for calibrated result comparisons were 0.77 and 0.63, validated result comparisons were 0.92, 0.89, respectively. These comparisons indicated that the GeoWEPP model can be used in evaluating rainfall-runoff characteristics. To estimate runoff changes from a coniferous forest watershed with various cover degree scenarios, ten cover degree scenarios (10%, 20%, 30%, 40%, 50%, 60%, 70%, 80%, 90%, 100%) were run using the calibrated GeoWEPP model. It was found that runoff increases with decrease in cover degree. Runoff volume was the highest ($206,218.66m^3$) at 10% cover degree, whereas the lowest ($134,074.58m^3$) at 100% cover degree due to changes in evapotranspiration under various cover degrees at the forest. As shown in this study, GeoWEPP model could be efficiently used to investigate runoff characteristics from the coniferous forest watershed and effects of various cover degree scenarios on runoff generation.

Region-Scaled Soil Erosion Assessment using USLE and WEPP in Korea

  • Kim, Min-Kyeong;Jung, Kang-Ho;Yun, Sun-Gang;Kim, Chul-Soo
    • Korean Journal of Environmental Agriculture
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    • v.27 no.4
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    • pp.314-320
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    • 2008
  • During the summer season, more than half of the annual precipitation in Korea occurs during the summer season due to the geographical location in the Asian monsoon belt. So, this causes severe soil erosion from croplands, which is directly linked to the deterioration of crop/land productivity and surface water quality. Therefore, much attention has been given to develop accurate estimation tools of soil erosion. The aim of this study is to assess the performance of using the empirical Universal Soil Loss Equation (USLE) and the physical-based model of the Water Erosion Prediction Project (WEPP) to quantify eroded amount of soil from agricultural fields. Input data files, including climate, soil, slope, and cropping management, were modified to fit into Korean conditions. Chuncheon (forest) and Jeonju (level-plain) were selected as two Korean cities with different topographic characteristics for model analysis. The results of this current study indicated that better soil erosion prediction can be achieved using the WEPP model since it has better power to illustrate a higher degree of spatial variability than USLE in topography, precipitation, soils, and crop management practices. These present findings are expected to contribute to the development of the environmental assessment program as well as the conservation of the agricultural environment in Korea.

Design of Optimum Volume of Sediment Settling Pond at Highland Agricultural Watershed Using WEPP Model (WEPP 모델을 이용한 고랭지밭 경사도별 침사지 적정용량 산정방법)

  • Hyun, Geun-Woo;Park, Sung-Bin;Park, Jeong-Hee;Geon, Sang-Ho;Choi, Jae-Wan;Kim, Ki-Sung;Lim, Kyoung-Jae
    • Journal of The Korean Society of Agricultural Engineers
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    • v.52 no.5
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    • pp.87-95
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    • 2010
  • The optimum volume of sediment settling pond is determined by the maximum rainfall and surface peak rate runoff from crop field. Based on analysis of measured rainfall and runoff data, it was found that rainfall intensity of 2 mm/min would result in peak rate runoff from the agricultural field of study area. Optimum pond volume under various slope scenarios were determined using the WEPP model calibrated with measured flow and sediment data for the study watershed. For the agricultural field with the slope of 7 % and area of $2,600\;m^2$ at the study area, at least $6.4\;m^3$ of sediment settling pond is needed as shown in this study. The results presented in this study could be used as a guide in designing appropriate volume of sediment settling pond at highland agricultural areas because both very detailed field measurement and calibrated WEPP model results are used in the analysis.

Assessment of runoff and sediment yield of So-Okcheon watershed using SWAT model and GeoWEPP model considering hillslope hydrological concept (SWAT 모형과 hillslope hydrological 개념의 GeoWEPP 모형을 이용한 소옥천 유역의 유출 및 토사유출량 평가)

  • Kim, Yoonkyung;Kim, Minseok;Jung, Kwansue
    • Proceedings of the Korea Water Resources Association Conference
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    • 2017.05a
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    • pp.200-200
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    • 2017
  • 강우에 의한 토양 침식 및 토사유츨량은 하천 및 유역환경관리 관점에서 가장 중요한 인자 중 하나로 보고되고 있으며, 다양한 분야에서 이에 대한 연구를 수행 중에 있다. 일반적으로 유역에서 발생한 토양침식 및 물의 이동에 의한 토사유출량을 해석하기 위해 SWAT 등과 같은 많은 모형이 적용되고 있지만, 대부분 농업지역에서 이용하는 수평형태의 수문학적 개념에 따른 overland flow 개념을 이용하고 있다. 하지만, 우리나라는 약 70% 이상이 산림으로 이루어진 지역으로 유역환경 해석에 있어 수평적인 개념과 함께 사면내에서 lateral flow와 같은 지표하 흐름의 이동에 관한 개념 역시 필요하지만, 이의 영향에 대한 관련 연구는 부족하다. 최근 수문학의 발달과 더불어 수평적인 개념을 탈피한 사면수문학 개념이 전 세계적으로 발달하고 있으며, 많은 발전을 이루고 있다. 이를 통해 GIS를 기반으로 물리학기반의 GeoWEPP 모형이 미국을 중심으로 개발되었고, 이에 대한 많은 적용 및 평가가 이루어지고 있다. 본 연구에서는 전 세계적으로 평가받고 있는 process 기반의 SWAT 모형과 사면수문학 개념을 반영한 물리학기반의 GeoWEPP 모형을 이용하였다. 이 두 모형은 강우, 지형, 토양도, 토지피 복도 등 두 모형의 입력자료 역시 거의 동일하게 구성되어 있으며, 같은 FORTRAN CODE 및 ArcGIS에서 운영될 수 있도록 이루어져 있어 비교 분석하기 원활하다. 모형의 적용은 매년 심각한 조류가 발생하는 대청호 지류인 소옥천 유역내 중하류에 위치한 옥각교에서 관측된 모니터링 자료(토사유출량과 유출량)를 이용하여 모형의 정확성을 평가 후, 사면수문학 개념의 적용성에 대해 논하였다. 각각의 모형의 결과에 대한 정확성 평가는, Nash-Sutcliffee를 이용하여 실시하였다.

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Estimating and Analysis of Soil Loss from Upland Watershed Using WEPP Model (WEPP 모형을 이용한 밭유역의 토양 유실량 추정 및 분석)

  • Kang, Min-Goo;Park, Seung-Woo;Son, Jung-Ho;Kang, Moon-Sung
    • Proceedings of the Korean Society of Agricultural Engineers Conference
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    • 2002.10a
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    • pp.85-88
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    • 2002
  • This paper presents the result of the Water Erosion Prediction Project(WEPP) watershed scale model's application for prediction of sediment yield from a watershed which is comprised of hillslopes and channels and analyses of the soil loss from hillslopes and channels with crop practice and shape. To evaluate the model's application, the model is applied to a watershed that comprised of six hillslope and one channel, and the result was a good agreement with the observed values. The soil loss from hillslope was increased as the hills lope was under fallow conditions and slope length was longer. The soil loss from the channel was increased at the downstream for the concentration of flow.

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Evaluation of Runoff Prediction from Managed Golf Course using WEPP Watershed Model (WEPP 모형을 이용한 골프장 잔디 관리에 따른 유출특성 모의)

  • Choi, Jaewan;Shin, Min Hwan;Ryu, Ji Chul;Kum, Donghyuk;Kang, Hyunwoo;Cheon, Se Uk;Shin, Dong Seok;Lim, Kyoung Jae
    • Journal of Korean Society on Water Environment
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    • v.28 no.1
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    • pp.1-9
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    • 2012
  • It has been known that Golf course could impose negative impacts on water-ecosystem if pollutant-laden runoff is not treated well. It is important to control non-point source and re-use treated wastewater from the golf course to secure water quality of receiving waterbodies. At golf courses, the rainfall-runoff is affected by various practices to manage grasses. In many hydrological modelings, especially in simple rainfall-runoff modeling, effects on runoff of plant growth and cutting are not considered. In the study, the water erosion prediction project (WEPP), capable of simulating plant growth and various management, was evaluated for its runoff prediction from golf course under grass cutting and irrigation. The %Difference, $R^2$ and the NSE for runoff comparisons were 1.15%, 0.93 and 0.92 for calibration, and 18.12%, 0.82 and 0.88 for validation period, respectively. In grass cutting scenario, grass height was managed to be 18~25 mm. The estimated runoff was decreased by 27%. The difference in estimated total runoff was 11.8% depending on irrigation. As shown in this study, if grass management and irrigation are well-controlled, water quality of downstream areas could be obtained.

Evaluation of Runoff‧Peak Rate Runoff and Sediment Yield under Various Rainfall Intensities and Patterns Using WEPP Watershed Model (다양한 강우강도 및 패턴에 따른 WEPP 모형의 유출‧첨두유출‧토양유실량 평가)

  • Choi, Jae-Wan;Ryu, Ji-Chul;Kim, Ik-Jae;Lim, Kyoung-Jae
    • Journal of Korea Water Resources Association
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    • v.45 no.8
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    • pp.795-804
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    • 2012
  • Recently, changes in rainfall intensity and patterns have been causing increasing soil loss worldwide. As a result, the water ecosystem becomes worse and crops yield are reduced with soil loss and nutrient loss with it. Many studies have been proposed to estimate runoff and soil loss to predict or decrease non-point source pollution. Although the USLE has been used for many years in estimating soil losses, the USLE cannot reflect effects on soil loss of changes in rainfall intensity and patterns. The WEPP, physically based model, is capable of predicting soil loss and runoff using various rainfall intensity. In this study, the WEPP model was simulated for sediment yield, runoff and peak runoff using data of 5, 10, 30, 60 minute term rainfall, Huff's method and design rainfall. In case of rainfall interval of 5 minutes and 60 minutes, the sediment and runoff values decreased by 24% and 19%, respectively. The peak rate runoff values decreased by 16% when rainfall interval changed from 5 minutes to 60 minutes, indicating the peak rate runoff values are affected by rainfall intensity to some degrees. As a result of simulating using Huff's method, all values (sediment yield, runoff, peak runoff) were found to be the greatest at third quartile. According to the analysis under various design rainfall conditions (2, 3, 5, 10, 20, 30, 50, 100, 200, 300 years frequency), sediment yield, runoff, and peak runoff of 906.2%, 249.4% and 183.9% were estimated using 2 year to 300 year frequency rainfall data.