Affiliation:
1. School of Water Resources Engineering, Jadavpur University, Kolkata 700032, India
Abstract
An important aspect of economic considerations is the routing and safety of hydraulic storage facilities such as dams for extreme probable water flooding. The routing of dam reservoirs requires more attention for determining the magnitude of extreme probable flooding. Apparently, the type of structure, importance, and economic development of the surrounding area guide the routing criteria for choosing the extreme flood magnitude. The Maithan and Panchet Dams in India have faced several major floods with diversified magnitudes since 1978. The present study aims to estimate the storage and routing of extreme probable floodings for these two dams based on real-time flood data like inflow, outflow, and elevation for the extreme flood years of 1978, 2009, and 2014. Reservoir storages at different elevations are calculated from the initial storage volumes. For both reservoirs, discharge equations are derived and calculated at given elevations during extreme floods. The Modified Puls technique is used for routing extreme floods. At the end of each extreme flood in 1978, 2009, and 2014, the variation in outflow discharges at different elevations and flood hydrographs is predicted. Finally, estimated outflow discharges are compared with the actual outflow discharges for the given inflows during extreme floods. Using this approach, extreme floods that occurred in 1978 are predicted with less than 10% error. Outcomes from this study may help in the future planning and routing of flood-control detention facilities and in predicting the variation in outflow discharges at different elevations. Based on this work, alternative studies and regional drainage planning can also be carried out.
Reference55 articles.
1. Storage and The Unit Hydrograph;Clark;Am. Soc. Civ. Eng. Trans.,1943
2. Chow, V.T. (1951). Civil Engineering Studies. Hydraulic Engineering Series No. 1, Civil Engineering and Public Works Review, CORE.
3. A note on the Muskingum flood-routing method;Nash;J. Geophys. Res.,1959
4. Carter, R.W., and Godfrey, R.G. (1960). Manual of Hydrology: Part 3. Flood-Flow Techniques, Geological Survey Water-Supply.
5. Muskingum flood routing of upland streamflow;Overton;J. Hydrol.,1966