Abstract
The theoretical basis in establishing the economical and reasonable capacity of settling reservoir are shown by solving the hydrodynamically expressed equation of suspended materials transportation, estimating how those materials in water, flocs and particles, are decreasing at the end of basin while the length, slope, and depth of reservoir, viscosity of water, settling velocities of particles were varied. In this paper, for ordinary rectangular reservoir, assuming that the particles once reached at the bottom are never refloated, we performed a 3-dimensional analysis on the same basis as of the theory of T. R. Camp, America. And so calculated the excluding efficiency of reservoir e, it was cleared that for a given slope and depth e considerably increased with l, the length, but when l became larger than a limit value, e hardly increased.
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