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.
Published Version (
Free)
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: Transactions of the Japan Society of Civil Engineers
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
