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    Upland Erosion Modeling in a Semihumid Environment via the Water Erosion Prediction Project Model

    Source: Journal of Irrigation and Drainage Engineering:;2008:;Volume ( 134 ):;issue: 006
    Author:
    A. N. (Thanos) Papanicolaou
    ,
    O. Abaci
    DOI: 10.1061/(ASCE)0733-9437(2008)134:6(796)
    Publisher: American Society of Civil Engineers
    Abstract: The major water quality impairment in the midwest United States is sediment eroded from agricultural lands. Yet, few understand the spatial and temporal variability of erosion, or soil erosion dynamics, in relation to precipitation, topography, land management, and severe events. The objectives of this paper are to (1) develop a methodology for estimating long-term spatial soil erosion and water runoff losses and (2) explore issues in applying an established physical-based process model, Water Erosion Prediction Project (WEPP), to a large area by establishing a prototype system for the state of Iowa. This study for the first time provides a comparison of the model predictions against long-term measurements of the sediment delivery ratio (SDR) in the South Amana Catchment of the Clear Creek Watershed (CCW), a heavily instrumented watershed that is roughly 10 times the maximum WEPP fold size. To further examine the performance of WEPP in a semihumid environment, such as the CCW, where runoff and raindrop impact to erosion may be significant, the SDR was plotted as a function of the runoff coefficient, defined as the runoff/rainfall ratio. In addition, the WEPP predictions are compared against the statistical relation of SDR vs. runoff coefficient developed by Piest et al. in 1975) for watersheds in Iowa. It is shown that WEPP follows the trend shown by Piest et al. quite closely and performs well for continuous simulations extended up to
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      Upland Erosion Modeling in a Semihumid Environment via the Water Erosion Prediction Project Model

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    contributor authorA. N. (Thanos) Papanicolaou
    contributor authorO. Abaci
    date accessioned2017-05-08T20:50:12Z
    date available2017-05-08T20:50:12Z
    date copyrightDecember 2008
    date issued2008
    identifier other%28asce%290733-9437%282008%29134%3A6%28796%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28720
    description abstractThe major water quality impairment in the midwest United States is sediment eroded from agricultural lands. Yet, few understand the spatial and temporal variability of erosion, or soil erosion dynamics, in relation to precipitation, topography, land management, and severe events. The objectives of this paper are to (1) develop a methodology for estimating long-term spatial soil erosion and water runoff losses and (2) explore issues in applying an established physical-based process model, Water Erosion Prediction Project (WEPP), to a large area by establishing a prototype system for the state of Iowa. This study for the first time provides a comparison of the model predictions against long-term measurements of the sediment delivery ratio (SDR) in the South Amana Catchment of the Clear Creek Watershed (CCW), a heavily instrumented watershed that is roughly 10 times the maximum WEPP fold size. To further examine the performance of WEPP in a semihumid environment, such as the CCW, where runoff and raindrop impact to erosion may be significant, the SDR was plotted as a function of the runoff coefficient, defined as the runoff/rainfall ratio. In addition, the WEPP predictions are compared against the statistical relation of SDR vs. runoff coefficient developed by Piest et al. in 1975) for watersheds in Iowa. It is shown that WEPP follows the trend shown by Piest et al. quite closely and performs well for continuous simulations extended up to
    publisherAmerican Society of Civil Engineers
    titleUpland Erosion Modeling in a Semihumid Environment via the Water Erosion Prediction Project Model
    typeJournal Paper
    journal volume134
    journal issue6
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2008)134:6(796)
    treeJournal of Irrigation and Drainage Engineering:;2008:;Volume ( 134 ):;issue: 006
    contenttypeFulltext
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