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November 1944
Research Article|
November 01 1944
FLOW OVER QUADRATIC WEIRS AND OVER WEIRS WITH DISCHARGE PROPORTIONAL TO HEAD. (ABSTRACT).
Publisher: Emerald Publishing
Online ISSN: 1753-7835
Print ISSN: 0368-2455
© Thomas Telford and ICE
1944
Journal of the Institution of Civil Engineers (1944) 23 (1): 42–48.
Citation
WALKER RM (1944), "FLOW OVER QUADRATIC WEIRS AND OVER WEIRS WITH DISCHARGE PROPORTIONAL TO HEAD. (ABSTRACT).". Journal of the Institution of Civil Engineers, Vol. 23 No. 1 pp. 42–48, doi: https://doi.org/10.1680/ijoti.1944.14087
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Suggested Reading
EXPERIMENTS ON THE MEASUREMENT OF WATER OVER WEIRS. (INCLUDING APPENDIX).
Minutes of the Proceedings of the Institution of Civil Engineers (January,1893)
VELOCITY-OF-APPROACH FACTORS IN UNIFIED WEIR EQUATIONS.
Proceedings of the Institution of Civil Engineers (February,1958)
THE FLOW OF WATER OVER SHARP-EDGED NOTCHES AND WEIRS (INCLUDING APPENDIX).
Minutes of the Proceedings of the Institution of Civil Engineers (January,1915)
THE EFFECT OF SURFACE WAVES ON THE DISCHARGE OVER WEIRS.
Selected Engineering Papers (January,1930)
THE DETERMINATION OF THE DISCHARGE OVER WEIRS BY THE ELECTROLYTIC TANK.
Proceedings of the Institution of Civil Engineers (May,1958)
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