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通过对特克斯河山口引水枢纽工程三个截流方案的优化试验研究，得到部分护底方案是可行的，获得了截流过程龙口的水流特性，确定了不同龙口宽度时抛投料的化引直径和合理的抛投强度，为工程截流的实施堤供了科学依据。
Through the optimization test research on three closure schemes of the Turks water diversion project at Turks River, it is feasible to obtain partial bottom protection schemes. The water flow characteristics of the Longkou river during the closure process are obtained. Reasonable throwing intensity, for the implementation of engineering closure dam for a scientific basis.