Abstract
On the basis of treating the author’s experiments and generalizing the results of earlier investigations a graph (Fig. 3) and dependence (5) were obtained for the first time for determining the average settling velocity of the flow at the outlet of a settling basin, which will made it possible to provide a suitable design substantiation of irrigation settling basins and canals of irrigation systems, to reduce the volume of construction and operating works, and will also enable the operating service to promptly maintain the balanced regimes of the liquid and solid phases in the settling basin and canal.
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