Research Article
Jun 1956
Proportional Weirs for Sedimentation Tanks
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VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 82, Issue 3
Abstract
Automatic control of mean velocity of influent in tanks through installing properly formed weir in outlet end of tank; mathematical formula for profile of P-weir which if built into outlet end of any sedimentation tank will control outflow to produce any desired pattern of mean velocity through tank; equally applicable to tanks or channels of rectangular or trapezoidal cross section.
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Published In
Journal of the Hydraulics Division
Volume 82 • Issue 3 • June 1956
Pages: 1015-1 - 1015-23
Copyright
© 1956 American Society of Civil Engineers.
History
Published in print: Jun 1956
Published online: Feb 3, 2021
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J. C. Stevens, M.ASCE
Cons. Hydr. Engr., Stevens & Thompson, Cons. Engrs., Portland, Ore.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.
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.