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Apr n 4 p 119-120: Formulas for use with rectangular sharp crest weirs; discharge of sharp crest weir per foot of length by Francis formula. June n 6 p 216-217: End contractions of weir.
Apr n 4 p 119-120: Formulas for use with rectangular sharp crest weirs; discharge of sharp crest weir per foot of length by Francis formula. June n 6 p 216-217: End contractions of weir.
Practical hydraulics
Water Works Sewerage
Wilson, P.S. (author)
1934
Article (Journal)
English
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