Here Determination of the Free Flow Maximum Expansion into a Wide Diversion Channel of Turbulent Water Flow Behind the Non-Pressure Water Throughput Hole

Abstract

In the work proposed a calculating method for the β, up, hp, lp flow parameters, and the way of determining the geometric shape of the flow region (i. e., the geometry of the current extreme line). And determined of specific areas in the flow spreading petal from the edge of the feed pipe to the cross section of the p-p maximum flow spread; obtained the most convenient type of flow equations; an algorithms for determining parameters of the β, up, hp, lp of the flow are developed p; The evaluation of the model (method) results in comparison with the experimental results are given.