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Assessment of water availability for competing uses using SWAT and WEAP in South Phuthiatsana catchment, Lesotho

机译:使用SWAT和WEAM在South Phuthiatsana Contramment,Lesotho评估竞争用途的水可用性评估

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The study assessed the quantity of surface water in the South Phuthiatsana catchment, estimated flows in ungauged catchments using Soil and Water Assessment Tool (SWAT) and allocated the resources in the catchment using Water Evaluation And Planning (WEAP) model. SWAT model was calibrated from 1979 to 2001, the p-factor was 65%, r_factor 0.58, NS 0.59 and R-2 0.59 for calibration and for validation from 2002 to 2013, the p-factor was 57%, the r_factor was 134, the NS was 0.52, and R-2 was 0.66. The results show the water balance as: 26% of precipitation form streamflow, 41% of the total flow comes from baseflow, while surface runoff accounts for 59%, 14% of precipitation percolates to shallow aquifer, 1% percolates to deep aquifer and 68% of precipitation is lost through evapotranspiration. The WEAP model was calibrated using CG024 and CG084 stations and historical demands. For CG024 calibration (1972-2002) NS was 0.72 and R-2 was 0.84 and for validation (2003-2014) the NS was 0.73 and R-2 was 0.74. For CG084 calibration (2007-2011) NS and R-2 were 0.55 and 0.64 and for validation (2012-2014) the NS and R-2 were 0.63 and 0.89 respectively. Two scenarios were evaluated. First for the reference scenario, the Metolong industrial demands of 1.46 Mm(3) and environmental demands of 2.29 Mm(3) were both not met. Secondly, for the irrigation expansion scenario, increasing irrigation land by 12.3%, a total of 4.44 Mm(3) demands were not met (irrigation accounts for 65.65% of the unmet). Therefore, the study recommends an irrigation plan for the catchment. The irrigation plan has to include: irrigation systems designed for the site, meteorological stations and an irrigator's association with experts forming part of the board. (C) 2017 Elsevier Ltd. All rights reserved.
机译:该研究评估了南部Phuthiatsana集水区的地表水量,利用土壤和水评估工具(SWAT)在未吞吐量集水区中的估计流量,并使用水评估和规划(WEAP)模型分配了集水区的资源。从1979年至2001年校准了SWAT模型,P型为65%,R_Factor 0.58,NS 0.59和R-2 0.59从2002〜2013年验证,P型为57%,R_Factor为134, NS为0.52,R-2为0.66。结果表明,水平为:26%的降水形式流流,总流量的41%来自底流,而表面径流占59%,沉淀到浅含水层的降水量为1%,渗透到深度含水层1%通过蒸散蒸腾损失沉淀%。使用CG024和CG084站和历史需求进行校准的武器模型。对于CG024校准(1972-2002)NS为0.72,R-2为0.84,用于验证(2003-2014),NS为0.73,R-2为0.74。对于CG084校准(2007-2011)NS和R-2为0.55和0.64,用于验证(2012-2014),NS和R-2分别为0.63和0.89。评估了两种情况。首先是参考情景,均不得达到1.46毫米(3)(3)和2.29毫米(3)的环境需求。其次,对于灌溉扩张情景,将灌溉土地增加12.3%,共达到4.44毫米(3)个要求(灌溉占未满足的65.65%)。因此,该研究推荐了该集水区的灌溉计划。灌溉计划必须包括:为现场,气象站和灌溉者与构成董事会的专家的协会设计的灌溉系统。 (c)2017 Elsevier Ltd.保留所有权利。

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