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Study of reasonable groundwater-intaking structure in the valley of Wulanmulun River, Shaanxi, China

机译:中国陕西乌兰梅伦河谷合理地下水适用结构研究

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In order to determine the reasonable groundwater-intaking structure in the valley of Wulanmulun River, Shenmu county, Shaanxi province, corridor and seepage well ideal models are established respectively. The three-dimensional finite difference method is used to calculate the reasonable yield in the normal period or when the river is dry for 30 days. In the normal period, the water output of corridor is from 1106.89 m3/d to 1533.28 m3/d and that of seepage well is between 421.14 m3/d and 1022.16 m3/d; and when the river is dry, the water output will be 216.82 m3/d∼523.44 m3/d and 148.17 m3/d∼500.44 m3/d respectively. The calculation results show that the water-intaking effect of corridor is better than that of seepage well with more simply construction processes and lower construction cost. As a result, the corridor will be chosen to exploit water resource in the valley of Wulanmulun River.
机译:为了确定乌兰梅伦河,陕西省,陕西省,走廊和渗流井的合理地下水 - 吸附结构分别建立。三维有限差分方法用于计算正常时期的合理产量,或者当河流干燥30天时。在正常时期,走廊的水输出为1106.89 m 3 / d至1533.28 m 3 / d,渗漏井的3℃是421.14 m 3 / d和1022.16 m 3 / d;当河流干燥时,水输出将为216.82 m 3 /d ∼ 523.44 m 3 / d和148.17 m 3 /d∼ ;;500.44 m 3 / d。计算结果表明,走廊的水管效应优于渗漏,更简单的施工过程和较低的建筑成本。因此,将选择走廊,以利用武兰梅伦河谷中的水资源。

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