首页> 外文期刊>water resources management >Optimization of recharge and pumping rates by means of an inverse 3D model
【24h】

Optimization of recharge and pumping rates by means of an inverse 3D model

机译:通过反向 3D 模型优化补给和抽气速率

获取原文
获取外文期刊封面目录资料

摘要

The paper concerns the optimization of pumping and artificial recharge rates under hydraulic head constraints. This optimization is accomplished by means of an inverse three-dimensional (3D) model which is a combination of a numerical model, sensitivity analyses and nonlinear regression. The optimization criterion used is the minimization of the sum of the squares between the calculated and the desired water table maps. These maps were established for the end of each month of the period from December to August so that the annual average flux is outward from the modeling area. This outward flux will push back the salt water intrusion. The assumed natural recharge rates of the different months equal the mean values of the period 1958–1977. The aquifer parameters describing the water conducting and storing properties are also required as input data as well as the initial hydraulic heads. The optimized parameters are the artificial recharge rates of the months December, January, February and March and the pumping rates of the months April, May, June, July and August. For the first-mentioned months, the pumping rates are considered as known. During the last-mentioned period, no artificial recharge is possible. A unique solution is obtained. To check the optimized rates, a water balance is made. With this balance, it is shown that the treated phreatic aquifer can be used as a subterranean reservoir to store water that is abundantly present in the winter until the summer when water demand is large. It is also proved that the salt-water intrusion can be stopped by the temporal storage of the artificial recharged wate
机译:本文涉及水力扬程约束下泵送和人工补给速率的优化。这种优化是通过逆三维 (3D) 模型完成的,该模型是数值模型、敏感性分析和非线性回归的组合。使用的优化标准是计算出的地下水位图和所需地下水位图之间的平方和最小化。这些地图是在 12 月至 8 月期间的每个月末建立的,以便年平均通量从建模区域向外。这种向外的通量将推回盐水的侵入。假设不同月份的自然补给率等于1958-1977年期间的平均值。描述导水和储水特性的含水层参数以及初始水力水头也需要作为输入数据。优化参数为12月、1月、2月和3月的人工补给率以及4月、5月、6月、7月和8月的抽水率。对于第一个月,泵送速率被认为是已知的。在最后提到的期间,不可能进行人工充电。获得独特的解决方案。为了检查优化的速率,需要进行水平衡。通过这种平衡,表明处理过的潜水含水层可以用作地下水库,以储存冬季丰富的水,直到夏季需水量大。还证明,通过人工补给水的暂时储存可以阻止盐水入侵

著录项

  • 来源
    《water resources management》 |1996年第5期|355-371|共页
  • 作者

    J.Tarhouni; L.Lebbe;

  • 作者单位

    Eaux et Forêts de l'Institut National Agronomique de Tunisie;

    University of Ghent;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 英语
  • 中图分类
  • 关键词

获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号