Your search found 10 records
1 Lawrence, P. 1982. Performance of gabion bed stabilizers in the Wadi Rima, Yemen Arab Republic. Wallingford, UK: Hydraulics Research Station. 45p. (Hydraulics Research Station report no.OD/49)
(Location: IWMI-HQ Call no: 627 G788 LAW Record No: H0281)
2 Resendiz-Carrilo, D.; Lave, L. B. 1987. Optimizing spillway capacity with an estimated distribution of floods. Water Resources Research, 23(11):2043-2049.
(Location: IWMI-HQ Call no: PER Record No: H02829)
A model of social cost minimizing spillway capacity for dams is constructed using (1) the estimated distribution of peak flows from historical data, (2) the estimated relationship between spillway capacity and cost, and (3) a characterization of downstream flood damage from dam failure. Net social cost is the sum of construction costs and expected flood damage. This model is applied to data for the Rio Grande River at Embudo, New Mexico. Minimum social cost is attained at a spillway capacity much smaller than that needed to handle a probably maximum flood.
3 Rangapathy, V.; Karmegam, M.; Sakthivadivel, R. 1988. A monograph on flood routing methods as applied to Indian rivers. Madras, India: Anna University. College of Engineering, Centre for Water Resources. xiv, 176p.
(Location: IWMI-HQ Call no: 627 G635 RAN Record No: H04486)
4 Singh, R. V.; Chauhan, H. S. 1979. Water use management in transplanted rice crops. In Proceedings of the Workshop on Conjunctive Use of Surface and Ground Water, Roorkee, India, 12-14 April 1979. Vol. 1. Roorkee, India: Water Resources Development Centre, University of Roorkee. pp.wm1-wm12.
Rice ; Water use ; Water management ; Evapotranspiration ; Water requirements ; Irrigation practices ; Flood discharge / India
(Location: IWMI-HQ Call no: 631.7.6.3 G635 PRO Record No: H04927)
5 Robinson, D. A.; Blackman, J. D. 1990. Soil erosion and flooding. Land Use Policy, 7(1):41-52.
(Location: IWMI-HQ Call no: PER Record No: H06059)
6 Nolan, K. M.; Hill, B. R. 1990. Strom-runoff generation in the Permanente Creek drainage basin, West Central California - An example of flood-wave effects on runoff composition. Journal of Hydrology, 113(1-4):343-367.
(Location: IWMI-HQ Call no: PER Record No: H06237)
7 Ta Wei Soong, M.; Yean, Z. 1994. The flood and sediment characteristics of the lower Yellow River in China. Water International, 19(3):129-137.
(Location: IWMI-HQ Call no: PER Record No: H015496)
8 Mohapatra, P. K.; Bhallamudi, S. M. 1996. Computation of a dam-break flood wave in channel transitions. Advances in Water Resources, 19(3):181-187.
(Location: IWMI-HQ Call no: PER Record No: H018166)
9 Walder, J. S.; O'Connor, J. E. 1998. Methods for predicting peak discharge of floods caused by failure of natural and constructed earthen dams. Water Resources Journal, 197:43-56.
Dam construction ; Flood discharge ; Forecasting ; Erosion ; Natural disasters ; Flood control ; Mathematical models
(Location: IWMI-HQ Call no: PER Record No: H023256)
10 Saleem Ud Din. 2004. Mangala Dam Raising Project reservoir operation during construction. In Herath, S.; Pathirana, A.; Weerakoon, S. B. (Eds.). Proceedings of the International Conference on Sustainable Water Resources Management in the Changing Environment of the Monsoon Region. Bandaranaika Memorial International Conference Hall, Colombo, Sri Lanka, 17-19 November 2004. Vol.II. Colombo, Sri Lanka: National Water Resources Secretariat. pp.558-568.
Reservoir operation ; Simulation models ; Dams ; Construction ; Water supply ; Irrigation water ; Flood discharge / India / Mangala Dam / Jhelum River
(Location: IWMI-HQ Call no: 333.91 G000 HER Record No: H039544)
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