评价weapons - modflow模型作为可持续发展的水资源综合管理模型(以伊朗Doab-Merek的Gharesoo为例)

J. Porhemmat, H. Sedghi, H. Babazadeh, M. Fotovat
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引用次数: 4

摘要

本文通过链接的weapon - modflow模型对水资源综合管理方法进行了评价。研究区域为位于伊朗西部克尔曼沙阿省的拉瓦斯纳-桑贾比平原。本文对MODFLOW模型进行了评价,并将其作为该地区的地下水模型。在对研究区进行概念模型设计的基础上,给出了代表研究区水资源系统总体特征的示意性WEAP模型。采用WEAP简化的降雨径流模型进行水文模拟。在本研究的第二步,将地下水模型与WEAP动态联系起来。每年有12个时间步长的模拟年份包括2007-2015年用于创建和验证weapon - modflow模型的年份和2015-2030年用于执行场景的年份。统计标准包括平均绝对误差(MAE)、均方根误差(RMSE)和NASH - sutcliffe (NASH),选择箱形图来评估校准模型的准确性。2015年至2030年实施了四种方案。它们包括现状不变和地下水和地表水取水量减少35%、45%和57%的情况。结果表明,以地表水和地下水资源采取量减少57%为最佳方案。在这种情况下,该系统的开采将是可持续的,系统的回收率为每年上升0.023米。最后,本研究结果表明,尽管缺乏一些数据,但该方法在水资源规划和管理方面是可行的。
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Evaluation of WEAP-MODFLOW Model as an Integrated Water Resources Management Model for Sustainable Development (A Case Study: Gharesoo at Doab-Merek, Kermanshah, Iran)
This paper evaluated an integrated water resources management approach through linked WEAP-MODFLOW model. Study area is Ravasnar-Sanjabi plain located in Kermanshah province in the west of Iran. A MODFLOW model was evaluated and then, accepted as a groundwater model for the region in present research. Schematic WEAP model was provided as representing general features of water resources system after designing a conceptual model for the study area. The simplified rainfall-runoff model in WEAP was used to perform hydrological simulations. In the second step of present research, the groundwater model was linked to WEAP dynamically. Simulation years with 12 time steps per year included years of 2007-2015 for creating and verifying WEAP-MODFLOW model and years of 2015-2030 for performing scenarios. Statistical criteria included mean absolute error (MAE), root mean square error (RMSE), and Nash-Sutcliffe (NASH), with Box plot diagram being selected to assess accuracy of calibrated model. Four scenarios were implemented for 2015 until 2030. They included unchanged present situation and situations with 35%, 45% and 57% reduction of groundwater and surface water withdrawal. Results showed that the fourth scenario with a 57% decrease in the extraction of surface water and groundwater resources was the best one. Based on this scenario, exploitation of the system will be sustainable, with the system recovering as 0.023 meter rising per year. Finally, the results of present study indicated that the approach was feasible for planning and managing water resources in spite of the lack of some data.
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CiteScore
1.30
自引率
60.00%
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审稿时长
47 weeks
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