Your search found 10 records
1 Venugopal, K.; Sakthivadivel, R.; Rama Murthy, K. 1991. Irrigation scheduling of Periyar Vaigai System - Planning through simulation. In ICID, The Special Technical Session Proceedings, Beijing, China, April 1991. Vol.1-B: Operation of irrigation systems. New Delhi, India: ICID. pp.220-229.
(Location: IWMI-HQ Call no: ICID 631.7 G000 ICI Record No: H014742)
2 Haribabu, S.; Venugopal, K.. 1993. Management information system for real time operation of an irrigation system. In ICID, 15th International Congress on Irrigation and Drainage, The Hague, Netherlands, 1993: Water management in the next century: Transactions: Vol.1-G, Symposium. R.4. New Delhi, India: ICID. pp.43-56.
(Location: IWMI-HQ Call no: ICID 631.7 G000 ICI Record No: H015731)
(Location: IWMI-HQ Call no: PER Record No: H018089)
4 Ravikumar, V.; Venugopal, K.. 1997. Estimation of irrigation demand of a command area by computer simulation - A case study. Water Resources Journal, 192:40-50.
(Location: IWMI-HQ Call no: PER Record No: H021025)
(Location: IWMI-HQ Call no: PER Record No: H022599)
6 Ravikumar, V.; Venugopal, K.. 1998. Optimal operation of South Indian irrigation systems. Journal of Water Resources Planning and Management, 124(5):264-271.
(Location: IWMI-HQ Call no: PER Record No: H023018)
7 Ravikumar, V.; Venugopal, K.. 1999. Optimal reservoir operation under cropping pattern uncertainty. Water Resources Journal, 201:30-39.
(Location: IWMI-HQ Call no: PER Record No: H025673)
8 Sakthivadivel, R.; Venugopal, K.. 1994. Water problems in Madras metropolitan region, India. In Nickum, J. E.; Easter, K. W. (Eds.), Metropolitan water use conflicts in Asia and the Pacific. Boulder, CO, USA: Westview Press. pp.61-77.
(Location: IWMI-HQ Call no: 628.1 G570 NIC Record No: H026705)
9 Ravikumar, V.; Venugopal, K.. 2000. Optimal operation of irrigation reservoirs using stochastic dynamic programming. In Mehrotra, R.; Soni, B.; Bhatia, K. K. S. (Eds.), Integrated water resources management for sustainable development - Volume II. Roorkee, India: National Institute of Hydrology. pp.851-860.
(Location: IWMI-HQ Call no: 333.91 G000 MEH Record No: H028097)
(Location: IWMI HQ Call no: e-copy only Record No: H046146)
(0.84 MB)
In canal irrigated areas, where interactions between surface water and groundwater are high, the conjunctive management of surface water and groundwater can play a significant role in improving water availability in time and space, thereby promoting more equitable distribution of water while maintaining long-term availability of groundwater resources. Achieving a harmonious balance between the use of surface water and groundwater requires careful consideration of the associated benefits, impacts, and trade-offs. In this study, a simple, integrated framework was developed and implemented to characterize and quantify interactions between surface water and groundwater in a canal irrigated area; this framework was used to evaluate the impacts of alternative levels of conjunctive use under varying climate and cropping conditions. Applying the model to a case study area of the Srisailam Right Branch Canal project in Andhra Pradesh, India, indicated that regulating canal supplies to optimum levels can prompt sustainable groundwater use and save up to 48% of allocated canal water; these water savings could be reallocated elsewhere within the irrigated area to promote equity.
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