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Pressure under weirs -- Depressed floors with and without sheet piles
Further study of hydraulic models for following cases: weir of constant length is depressed, length of weir bears constant ratio to its depression, lengths of flush floor are varied, length of flush floor bears constant ratio to length of sheet pile. (Price Re. 0-5-0)
Pressure under weirs -- Depressed floors with and without sheet piles
Further study of hydraulic models for following cases: weir of constant length is depressed, length of weir bears constant ratio to its depression, lengths of flush floor are varied, length of flush floor bears constant ratio to length of sheet pile. (Price Re. 0-5-0)
Pressure under weirs -- Depressed floors with and without sheet piles
Punjab Irrigation Research Inst -- Research Publ
Vaidhianathan, V.I. (Autor:in) / Ram, G. (Autor:in) / Taylor, E.M. (Autor:in)
1935
6 pages
10 Supp Sheets
Aufsatz (Zeitschrift)
Englisch
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