首页> 外文OA文献 >Maximizing conjunctive use of surface and ground water under surface water quality constraints
【2h】

Maximizing conjunctive use of surface and ground water under surface water quality constraints

机译:在地表水水质限制下最大限度地联合使用地表水和地下水

代理获取
本网站仅为用户提供外文OA文献查询和代理获取服务,本网站没有原文。下单后我们将采用程序或人工为您竭诚获取高质量的原文,但由于OA文献来源多样且变更频繁,仍可能出现获取不到、文献不完整或与标题不符等情况,如果获取不到我们将提供退款服务。请知悉。

摘要

A simulation/optimization (s/o) model is presented to address the increasingly common conflicts between water quantity and quality objectives. The model can assist water resources analysts in selecting compromise strategies for stream/aquifer systems in which the stream gains water from the aquifer. The water quantity objective is to maximize steady conjunctive use of groundwater and surface water resources. The water quality objective is to maximize waste loading from a sewage treatment plant {STP) to the stream without violating downstream water quality beyond acceptable limits. The STP discharge is proportional to human population. The two objectives conflict because an increase in groundwater extraction reduces dilution of the stream water contaminants. The result is a decrease in the STP waste loading to the stream and the waste-producing human population that can be supported. The tradeoff between objectives is illustrated graphically via sets of noninferior solutions. The sets of noninferior solutions are prepared using the E-constraint method and assuming different upstream flow rates. The s/o model includes superposition expressions describing head and flow responses to decision variables (pumping, diversion, and loadings) and regression expressions describing contaminant concentration responses to these decision variables. Modeled contaminants include: 5-day biochemical oxygen demand, dissolved oxygen, nitrogen (organic, ammonia, nitrite, and nitrate), organic and dissolved phosphorus, total dissolved solids, and chlorophyll-a.
机译:提出了一个模拟/优化(s / o)模型,以解决水量和质量目标之间日益普遍的冲突。该模型可以帮助水资源分析人员为河流/含水层系统选择折衷策略,在该策略中,河流从含水层中获取水。水量目标是最大程度地稳定地使用地下水和地表水资源。水质目标是最大程度地提高污水处理厂(STP)到河流的废物负荷,而不会违反下游水质超出可接受的限制。 STP排放与人口成正比。这两个目标是冲突的,因为增加地下水抽取量会减少溪流水污染物的稀释。结果是减少了STP废物向溪流的装载量以及可以得到支持的废物产生人口的数量。目标之间的权衡通过一组非劣等解决方案以图形方式说明。使用E约束方法并假定上游流速不同,可以制备非劣溶液组。 s / o模型包括描述表达式对决策变量(泵,分流和负荷)的扬程和流量响应的叠加表达式,以及描述对这些决策变量的污染物浓度响应的回归表达式。模拟污染物包括:5天生化需氧量,溶解氧,氮(有机,氨,亚硝酸盐和硝酸盐),有机和溶解磷,总溶解固体和叶绿素-a。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
代理获取

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