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    Hi.. I am struggling to solve this hydropower plan

    I have a question, in the micro hydropower planning that I am working on with Q50 = 0.25 m3/s, I plan for the transition channel using 12-inch diameter HDPE pipe, then the mud pocket in the form of an open rectangular tank, then the headrace using 12-inch HDPE pipe, and the headpond in the form...

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