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Optimization Study on Drainage System for Canal of Middle Route Project of SNWT in Expansive Soil Area with High Groundwater Level

机译:高层地区膨胀土区中中型路线工程排水系统优化研究

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The seepage field regulation is important for the stability canal liner plate and slope for along the Middle Route of the South-to-North Water Transfer Project, especially for stretches excavated in expensive soil area with groundwater level. In order to analyzing the rationality and efficiency of seepage regulation measures comprehensively, a typical section was modeled, and the seepage field was simulated with the 3D finite element technology. The distribution of seepage field was analyzed and the seepage control measures were compared. The results show that water pressure on the underside of canal pavement would be reduced significantly by the measures, such as the measure of drainage cushion with drainage holes which open just when ground water level is higher than the canal water level, the measure with drainage cushion replaced by the drainage board. The differences among the two kinds of measure were compared. Their application conditions were discussed and proposed.
机译:渗透场调节对于沿南北水转移项目中间路线的稳定运河衬垫板和坡度很重要,特别是对于在昂贵的土壤区域挖掘的延伸,具有地下水位。为了综合分析渗流调节措施的合理性和效率,模拟了典型部分,并用3D有限元技术模拟了渗流场。分析了渗流场的分布,比较了渗流控制措施。结果表明,运河路面下侧的水压将通过措施显着减少,如排水孔的排水垫的测量,该孔隙在地下水位高于管水位时,带排水垫的措施由排水板取代。比较了两种测量的差异。讨论并提出了他们的应用条件。

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