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通过某地的水利枢纽作为案例,对其他引水、输水工程提供了案例,案例中的输水工程一共由3个部分组成,整个蓄水工程在一个河间的地块之上,一个天然的低谷之中。周围主要是库盆主要渗漏区,其中覆盖着各种熔岩的渗漏快断,厚度约3到21m之间,透水性非常好。对整个库区采用了符合土工膜、混凝土防渗墙等等量和防护处理措施,完全解决了库盆的渗漏问题,成为岩溶地区之中联合防渗的又一成功案例。
Through the case of some water conservancy hub project, it provides a case study for other water diversion and water conveyance projects. The water diversion project consists of three parts in total. The entire water storage project is above a river-level plot and a natural Among the troughs. Around the main reservoir basin is the main leakage area, which covers a variety of rapid leakage of lava, the thickness of about 3 to 21m, water permeability is very good. Throughout the reservoir area in line with the geomembrane, concrete cutoff walls, and the amount of equal protection measures to completely solve the problem of seepage of the basin, a karst area to become another successful case of joint seepage control.