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Simulation of Runoff and Sediment Yield for a Kaneri Watershed Using SWAT Model

机译:基于SWAT模型的Kaneri流域产流产沙模拟。

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Watershedas an entry point acts as a beginning to address the issues of sustainable rainwatermanagement for improving livelihoods. Extraction of watershed parameters usingGeographical Information System (GIS) and use of simulation models is thecurrent trend for hydrologic evaluation of watersheds. In the present study,the open Source Tool Quantum GIS 2.2.0 was used for preparation of maps toverify the spatial extent of the area. The Soil and Water Assessment Tool(SWAT) having an interface with Arc-View GIS software (ArcGIS 10.1with Arc SWAT 2012 extension) was selected for the estimation of runoff andsediment yield from Kaneri watershed, located in Western Maharashtra region.The coefficient of determination (R2) for the monthly and yearlyrunoff was obtained as 0.849 and 0.951 respectively for the calibration period1979 to 2000 and 0.801 and 0.950 respectively for the validation period2001-2013. The R2 value in estimating the monthly and yearlysediment yield during calibration period was computed as 0.722 and 0.788respectively. The R2 for monthly and yearly sediment yield valuesfor validation period was observed to be 0.565 and 0.684 respectively.
机译:分水岭作为切入点,是解决可持续雨水管理问题以改善生计的起点。利用地理信息系统(GIS)提取流域参数并使用模拟模型是流域水文评价的当前趋势。在本研究中,使用开源工具Quantum GIS 2.2.0来准备地图以验证该区域的空间范围。选择了具有Arc-View GIS软件界面(ArcGIS 10.1和Arc SWAT 2012扩展)的土壤和水评估工具(SWAT)来估算马哈拉施特拉邦西部地区Kaneri流域的径流和泥沙产量。 1979年至2000年的校准期的月径流量和年径流量的(R2)分别为0.849和0.951,而在2001-2013年的验证期分别为0.801和0.950。在估计校准期间的月度和年度泥沙产量时,R2值分别计算为0.722和0.788。验证期内每月和每年的沉积物产量值的R2分别为0.565和0.684。

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