Discussion of “Lateral Outflow Over Side Weirs” by Willi H. Hager (April, 1987, Vol. 113, No. 4)
Publication: Journal of Hydraulic Engineering
Volume 115, Issue 5
0733-9429(1989)115:5(682)/asset/dd914ab3-de90-4ae4-8d45-3920cb7674f4/assets/(asce)0733-9429(1989)115:5(682).fp.png)
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References
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Bos, M. G., ed. (1976). “Discharge measurement structures.” Publ. No. 161, Delft Hydr., The Netherlands.
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El‐Khashab, A., and Smith, V. H. (1976). “Experimental investigations of flow over side weirs.” J. Hydr. Div., ASCE, 102(9), 1255–1268.
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Fischer, H. B., et al. (1979). Mixing in inland and coastal waters. Academic Press, New York, N.Y.
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Henderson, F. M. (1966). Open channel flow. Macmillan Co., New York, N.Y.
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Jain, S. C., and Fischer, E. E. (1982). “Uniform flow over skew side‐weir.” J. Irrig. and Drainage Div., ASCE, 108(2), 163–166.
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Kindsvater, C. E. (1964). “Discharge characteristics of embankment‐shaped weirs.” Water‐Supply Paper 1617‐A, U.S. Geological Survey, Washington, D.C.
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Mostafa, M. G., and Chu, G. H. (1974). “Experimental and mathematical investigation of flow over side weirs in open channels.” Report No. ERC‐74‐012‐F, Engrg. Res. Ctr., California State Univ.
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Ramamurthy, A. S., and Carballada, L. (1980). “Lateral weir flow model.” J. Irrig. and Drainage Div., ASCE, 106(1), 9–25.
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Ramamurthy, A. S., et al. (1978). “Uniformly discharging lateral weirs.” J. Irrig. and Drainage Div., ASCE, 104(4), 399–412.
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Published In
Journal of Hydraulic Engineering
Volume 115 • Issue 5 • May 1989
Pages: 682 - 684
Copyright
Copyright © 1989 ASCE.
History
Published online: May 1, 1989
Published in print: May 1989
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