Your search found 13 records
1 Mishra, G. C.; Chachadi, A. G. 1986. Type curves for multi-aquifer systems. In Regional Workshop on Groundwater Modelling, Roorkee, 12-17 December 1986. Roorkee, India: Water Resources Development Training Center, University of Roorkee. pp.185-201.
(Location: IWMI-HQ Call no: 631.7.6.3 G635 REG Record No: H02946)
2 Swamee, P. K.; Mishra, G. C.; Salem, A. A. S. 1996. Optimal design of sloping weir. Journal of Irrigation and Drainage Engineering, 122(4):248-255.
(Location: IWMI-HQ Call no: PER Record No: H018812)
Weirs are important hydraulic structures constructed across rivers for diverting water for irrigation and power generation. Optimal design of these structures has not been attempted earlier as it involved diverse fields like hydrology, free surface flow, seepage, economics, optimization, and so on. Furthermore, occurrence of a large number of state variables in the constraints is another hindrance in the optimization process. Presented herein is a methodology of optimal designs of pileless, and single-pile sloping floor weirs that are structurally safe. The methodology presented is useful to the design engineer.
3 Swamee, P. K.; Mishra, G. C.; Salem, A. A. S. 1997. Effectivity of multiple sheet piles in weir design. Journal of Irrigation and Drainage Engineering, 123(3):218-221.
(Location: IWMI-HQ Call no: PER Record No: H020504)
4 Swamee, P. K.; Mishra, G. C.; Chahar, B. R. 2000. Design of minimum seepage loss canal sections. Journal of Irrigation and Drainage Engineering, 126(1):28-32.
(Location: IWMI-HQ Call no: PER Record No: H025668)
5 Swamee, P. K.; Mishra, G. C.; Chahar, B. R. 2000. Minimum cost design of lined canal sections. Water Resources Management, 14(1):1-12.
(Location: IWMI-HQ Call no: PER Record No: H026234)
6 Swamee, P. K.; Mishra, G. C.; Chahar, B. R. 2000. Comprehensive design of minimum cost irrigation canal sections. Journal of Irrigation and Drainage Engineering, 126(5):322-327.
Irrigation canals ; Irrigation design ; Flow ; Seepage loss ; Evaporation ; Water loss ; Costs ; Canal linings ; Velocity
(Location: IWMI-HQ Call no: PER Record No: H026878)
7 Mishra, G. C.; Bhargava, D. N. 2000. Unsteady seepage from a canal. In Mehrotra, R.; Soni, B.; Bhatia, K. K. S. (Eds.), Integrated water resources management for sustainable development - Volume 1. Roorkee, India: National Institute of Hydrology. pp.115-122.
(Location: IWMI-HQ Call no: 333.91 G000 MEH Record No: H028044)
8 Bhar, A. K.; Mishra, G. C.. 2000. A two dimensional groundwater flow model for spring. In Mehrotra, R.; Soni, B.; Bhatia, K. K. S. (Eds.), Integrated water resources management for sustainable development - Volume 1. Roorkee, India: National Institute of Hydrology. pp.131-137.
(Location: IWMI-HQ Call no: 333.91 G000 MEH Record No: H028045)
9 Swamee, P. K.; Mishra, G. C.; Chahar, B. R. 2001. Design of minimum seepage loss canal sections with drainage layer at shallow depth. Journal of Irrigation and Drainage Engineering, 127(5):287-294.
(Location: IWMI-HQ Call no: PER Record No: H029091)
10 Swamee, P. K.; Mishra, G. C.; Chahar, B. R. 2001. Design of minimum earthwork cost canal sections. Water Resources Management, 15(1):17-30.
(Location: IWMI-HQ Call no: PER Record No: H029318)
11 Singh, S. K.; Mishra, G. C.; Swamee, P. K.; Ojha, C. S. P. 2002. Aquifer diffusivity and stream resistance from varying stream stage. Journal of Irrigation and Drainage Engineering, 128(1):57-61.
(Location: IWMI-HQ Call no: PER Record No: H029706)
12 Swamee, P. K.; Mishra, G. C.; Chahar, B. R. 2002. Optimal design of transmission canal. Journal of Irrigation and Drainage Engineering, 128(4):234-243.
(Location: IWMI-HQ Call no: PER Record No: H030284)
13 Mishra, G. C.. 2004. Quantification of artificial ground water recharge. In Stephenson, D.; Shemang, E. M.; Chaoka, T. R. (Eds.), Water resources of arid areas: proceedings of the International Conference on Water Resources of Arid and Semi Arid Regions of Africa (WRASRA), Gaborone, Botswana, 3-6 August 2004. Leiden, Netherlands: A. A. Balkema. pp.105-113.
(Location: IWMI-HQ Call no: 333.91 G100 STE Record No: H035531)
Powered by DB/Text WebPublisher, from
