A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Theoretical consideration of side weirs as storm-water overflows
Combining Bernoulli's theorem and weir discharge formula, equation for water profile at side spillway can be derived, making allowance for variation in channel velocity; weir coefficient, velocity variation, and extent of draw down are considered in relation to G.S.COLEMAN and D.SMITH's results and simplified design formula are given; insertion of dip plates may reduce discharge if clearances are small. (See also - discussion p 328-43)
Theoretical consideration of side weirs as storm-water overflows
Combining Bernoulli's theorem and weir discharge formula, equation for water profile at side spillway can be derived, making allowance for variation in channel velocity; weir coefficient, velocity variation, and extent of draw down are considered in relation to G.S.COLEMAN and D.SMITH's results and simplified design formula are given; insertion of dip plates may reduce discharge if clearances are small. (See also - discussion p 328-43)
Theoretical consideration of side weirs as storm-water overflows
Instn Civ Engrs -- Proc
Ackers, P. (author)
1957
20 pages
Article (Journal)
English
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