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Application of SWAT model in predicting water quantity and quality for U.S. and Thailand watersheds

机译:SWAT模型在美泰流域水量和水质预测中的应用

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摘要

Evaluating processes which influence water quantity and quality can be achieved through either long-term on-site monitoring or with the use of simulation models. On-site monitoring can be time-consuming, labor-intensive, and expensive. Therefore, the use of simulation models has become viable and cost-effective. However, to ensure that the model is capable and reliable to describe hydrologic processes in various hydrologic conditions and to use it as an assessment tool, there is a strong need in testing the model against extensive field measured data for different scales, land use, topography, climate, and soil conditions prior to its application for solving natural resource problems within watersheds. For this reason, the objective of this research was to make an effort to calibrate and validate the surface and subsurface components of the Soil and Water Assessment Tool (SWAT) model for various hydrologic conditions in predicting surface and subsurface drain flows and their water quality.;Calibration and validation of the SWAT for the Upper Maquoketa River Watershed were performed by comparing measured and predicted stream flows and NO3-N losses at the watershed outlet during the period of 1999-2001. The coefficient of determination (r2) statistics found for the monthly stream flows and NO3-N losses were equal to 0.73 and 0.72, respectively indicating that model performed reasonably well.;Evaluation of the SWAT tile flow components were performed by comparing the measured tile flows with the predicted tile flows at the Iowa State University\u27s Northeastern Research Center for five years (1993-1997) using both STATSGO and SSURGO soil databases. SWAT simulation results indicated that the model reasonably predicted the cumulative annual tile flow volumes and reasonably tracked the observed trends for the calibration year. The SWAT model did not accurately predict cumulative annual tile flows and monthly tile flows for the validation years. Therefore, the simulation results showed that the model predicted similar results regardless of soil data set.;Application of the SWAT was conducted for the Chi River Subbasin II located in the northeastern Thailand by comparing predicted stream flows and NO 3-N losses with corresponding in-stream for five years (2000-2003, 2005). Statistical comparisons between the simulated results and the observed data for the calibration year gave a reasonable agreement for both monthly r 2 and Nash-SutCliffe model efficiency (E) within ranges of 0.77-0.88 and 0.55-0.79, respectively, where as validation results showed lower values of r2 and E values ranging from 0.23 to 0.77 and -7.98 to 0.66.
机译:可以通过长期的现场监测或使用模拟模型来完成影响水量和水质的评估过程。现场监控可能很耗时,费力且昂贵。因此,使用仿真模型已变得可行且具有成本效益。但是,为了确保模型能够可靠地描述各种水文条件下的水文过程并将其用作评估工具,强烈需要针对各种规模,土地利用,地形的实地测量数据测试模型在解决流域内的自然资源问题之前,必须先考虑气候,气候和土壤条件。因此,本研究的目的是努力针对各种水文条件对土壤和水评估工具(SWAT)模型的表层和地下成分进行校准和验证,以预测表层和地下排水流量及其水质。 ;通过比较1999-2001年期间流域出口处的实测流量和预测流量以及NO3-N损失,对上马奎克塔河流域的SWAT进行了校准和验证。确定的月流流量和NO3-N损失的确定系数(r2)统计分别等于0.73和0.72,表明该模型运行合理。通过比较实测砖流对SWAT砖流分量进行评估并使用STATSGO和SSURGO土壤数据库在爱荷华州立大学东北研究中心预测了瓷砖流量,为期5年(1993年至1997年)。 SWAT仿真结果表明,该模型合理地预测了年度瓷砖累计流量,并合理地跟踪了校准年的观测趋势。 SWAT模型无法准确预测验证年的累计年度瓷砖流量和每月瓷砖流量。因此,仿真结果表明该模型无论土壤数据集如何,都可预测相似的结果。通过比较预测的流量和NO 3-N损失与对应的NO-N损失,对泰国东北部的Chi河子流域II进行了SWAT的应用。流五年(2000-2003,2005)。校准年的模拟结果与观测数据之间的统计比较得出了每月r 2和Nash-SutCliffe模型效率(E)分别在0.77-0.88和0.55-0.79范围内的合理协议,验证结果表明r2和E值较低,范围为0.23至0.77和-7.98至0.66。

著录项

  • 作者

    Reungsang, Pipat;

  • 作者单位
  • 年度 2007
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  • 原文格式 PDF
  • 正文语种 en
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