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对密苏里河从依阿华州苏域至密苏里州圣路易斯市之间河段的５ 个沿河引水口作了水工实体模型研究。采用动床弗劳德比例模型， 以确定在引水口附近进行结构修改对限制推移质泥沙流入的效果。这些措施包括在引水口外布置一系列水下导流屏。
A hydraulic solid modeling study was conducted on five river diversion openings along the Missouri River from the Soviet Union Iowa to the St. Louis, Missouri. The dynamic bed Froude ratio model was used to determine the effect of structural modifications near the water inlet to limit the inflow of sediment into the pumped bed. These include arranging a series of underwater screens at the water intake.