Your search found 4 records
1 Swamee, P. K.; Pathak, S. K.; Agarwal, M.; Ansar, A. S. 1991. Alternative linear weir design. Journal of Irrigation and Drainage Engineering, 117(3):311-323.
(Location: IWMI-HQ Call no: PER Record No: H08266)
2 Swamee, P. K.; Pathak, S. K.; Ali, M. S. 1993. Analysis of rectangular side sluice gate. Journal of Irrigation and Drainage Engineering, 119(6):1026-1035.
(Location: IWMI-HQ Call no: PER Record No: H013676)
A side sluice gate is a flow-regulation device widely used in irrigation works for diverting the flow from a main channel to a secondary channel. The discharge of a side sluice gate may be obtained through the concept of an elementary discharge coefficient for an elementary strip along the gate length. Similar to the case of a normal sluice gate, the elementary discharge coeffient for a side sluice gate has been found to be a function of channel flow depth to the gate opening ratio for free-flow conditions. It depends on an additional parameter, namely, the ratio of the crest width to the gate opening for submerged-flow conditions. For a broad-crested side sluice gate, the discharge coefficient involves still one more parameter: the ratio of the crest width to the gate opening.
3 Swamee, P. K.; Pathak, S. K.; Ali, M. S. 1994. Side-weir analysis using elementary discharge coefficient. Journal of Irrigation and Drainage Engineering, 120(4):742-755.
(Location: IWMI-HQ Call no: PER Record No: H014964)
4 Swamee, P. K.; Pathak, S. K.; Mansoor, T.; Ojha, C. S. P. 2000. Discharge characteristics of skew sluice gates. Journal of Irrigation and Drainage Engineering, 126(5):328-334.
(Location: IWMI-HQ Call no: PER Record No: H026879)
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