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A platform for research: civil engineering, architecture and urbanism
Proportional weirs for sedimentation tanks
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.
Proportional weirs for sedimentation tanks
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.
Proportional weirs for sedimentation tanks
Am Soc Civ Engrs -- Proc (J Hydraulics Div)
Stevens, J.C. (author)
1956
23 pages
Article (Journal)
English
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Proportional Weirs for Sedimentation Tanks
| ASCE | 2021
Closure to “Proportional Weirs for Sedimentation Tanks”
| ASCE | 2021
| ASCE | 2021
Characteristics of Proportional Weirs
| ASCE | 2021