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首页> 外文期刊>Journal of Hydrology: Regional Studies >Deriving optimal operational policies for off-stream man-made reservoir considering conjunctive use of surface- and groundwater at the Bar dam reservoir (Iran)
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Deriving optimal operational policies for off-stream man-made reservoir considering conjunctive use of surface- and groundwater at the Bar dam reservoir (Iran)

机译:考虑在Bar Dam水库(伊朗)的结合使用表面和地下水的联合使用的越野人造水库提供最佳运营政策

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Study regionThe off-stream artificial Bar lake, built in 2015 to store the flood flows of the Bar river for domestic and industrial needs and with the objective to intentionally recharge the aquifer, is situated in the Razavi Khorasan province (Iran).Study focusWe present a methodology, based on the combination of a MODFLOW groundwater flow model for estimating seepage rates, and an optimization model, for the management and operation of an artificial reservoir considering surface/groundwater interactions for satisfying 12 Mm3/year of water demand. We simulated the reliable amount of water that can be supplied from the reservoir, considering reservoir seepage, maximizing water supply yields subject to the water supply reliability requirements, and the additional intentional volume of groundwater recharge.New hydrological insights for the regionOur results demonstrate the reliability of conjunctive use of surface-and ground-water in water scarce areas by exploiting reservoir infrastructures with relevant leakage losses, also for creating additional aquifer storage. In such systems, man-induced changes of lake stages can significantly affect the volume of water that seeps through the lakebed. The aquifer, under managed aquifer recharge operations, may then provide the resource not satisfied by the reservoir release, fulfilling 100 % reliability of water supply. The conjunctive use of surface- and ground-water, by improving water security, may open new sustainability views for leaking reservoirs, even if they were not initially designed for increasing aquifer recharge, in many areas worldwide.
机译:研究区域离线人工酒吧湖,建于2015年,将酒吧河流的洪水流储存在国内和工业需求的目的,目的是故意为含水层充电,位于拉扎维·科拉森省(伊朗).Study Focuswe展示一种方法,基于用于估计渗漏速率的模型地下水流程模型的组合,以及考虑到满足12mm3 /份水需求的地表/地下水相互作用的人工储层的管理和运行。我们模拟可从储层供应的可靠的水,考虑水库渗流,最大限度地提高供水率可靠性要求的供水产量,以及地下水补给的额外故意体积。地区的水文见解表明了可靠性通过利用相关泄漏损失的储层基础设施来制造额外的含水层储存,通过利用水库基础设施进行表面和地下水的联合用途。在这种系统中,人诱导的湖泊阶段的变化可以显着影响通过湖床渗透的水量。然后,含水层在管理含水层充值运营中,可以提供储层释放不满足的资源,满足了100%的供水可靠性。通过改善水安全性的表面和地下水的联合用途可能开辟了泄漏储层的新可持续性视图,即使它们不是最初用于增加含水层充值,在全球范围内的许多领域。

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