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Numerical Simulation of Groundwater Flow of Emergency Water Source in Nanchang City

机译:南昌市应急水源地下水流数值模拟

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The source of water supply in Nanchang City is relatively single, and the safety of urban water supply is difficult to guarantee. According to the hydrogeological conditions of the study area, a threedimensional visualization numerical model of groundwater system was established. After the model identification and verification, combined with the target of emergency water supply in Nanchang city, the emergency exploitation of groundwater in Youkou emergency water source was simulated by using the model under different emergency exploitation schemes, respectively. The prediction results show that compared with scheme I and scheme II, scheme III is most suitable for the requirements of well layout, which has the advantages with the minimum drawdown of groundwater level, and the maximum exploitation. For scheme III, under the conditions that the dewatered aquifers are no more than 1/2 and 2/3 of the original aquifer, the emergency exploitation of 36.55×10~(4)m~(3)/d and 49.45×10~(4)m~(3)/d can be provided, which could meet the emergency water demands of 54.9% and 74.3% of the local residents, respectively.
机译:南昌市的水源相对单一,城市供水的安全性难以保证。根据研究区的水文地质条件,建立了地下水系统三维可视化数值模型。经过模型辨识与验证,结合南昌市应急供水目标,分别利用该模型在不同应急开发方案下模拟了尤口应急水源的地下水应急开发。预测结果表明,与方案一,方案二相比,方案三最适合井眼布置要求,具有地下水位降幅最小,开采量最大的优点。方案三,在含水层不超过原始含水层的1/2和2/3的条件下,紧急开采量为36.55×10〜(4)m〜(3)/ d和49.45×10〜可提供(4)m〜(3)/ d,分别可满足当地居民的应急用水量的54.9%和74.3%。

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