Research Article
May 1975
Dynamic Response of Settling Basins
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VIEW THE REPLYAuthors: Sadataka Shiba, AM.ASCE, and Yoriteru InoueAuthor Affiliations
Publication: Journal of the Environmental Engineering Division
Volume 101, Issue 5
Abstract
The flow rate and sediment concentration of inflow into settling basins usually vary with respect to time; thus the sediment concentration of effluent also varies following these variations. This sediment concentration variation of settling basin effluents was analyzed theoretically by a lumped-parameter model. The resuspension of deposits from the bottom of the basin by scouring was taken into account in the computation of effluent concentration. Some numerical calculations are carried out and the results prove that the flow rate of settling basins should be carefully controlled because if the volume of water in the basin decreases greatly the sediment concentration in effluent increases sharply.
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Published In
Journal of the Environmental Engineering Division
Volume 101 • Issue 5 • May 1975
Pages: 741 - 757
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© 1975 American Society of Civil Engineers.
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Published in print: May 1975
Published online: Feb 11, 2021
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Sadataka Shiba, AM.ASCE
Research Assoc., Dept. of Chem. Engrg., Osaka Univ., Machikaneyama, Toyonaka, Osaka, Japan
Yoriteru Inoue
Prof., Dept. of Sanit. Engrg., Kyoto Univ., Yoshida-honmachi, Sakyo-ku, Kyoto, Japan
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.