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Spatially Distributed Unit Hydrograph for Varuna River Basin of India

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The most crucial part of the SDUH model is the computer algorithm for the computation of the time-area diagram. In the present paper the travel times were computed, for the sake of simplicity, from equilibrium flow conditions and later adjusted empirically for neglected effects of storage and unsteady flow. The SDUH model of a watershed can be efficiently implemented by the use of a GIS. The GIS enables capture and to utilization a number of watershed and rainfall distributed parameters in the model, which is not possible when using the classical unit hydrograph approach. So far, experience with the SDUH modelling indicates that it is a very promising new tool for the prediction of flood hydrographs.

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2.

Bhattacharya, A. K., Bruce, M. M., ZHAO, H., Kumar, D. And Shinde, S. (2012), “Modclark Model: Improvement and Application” International Journal of Civil Engineering (IJCE) Vol.1, Issue 1 Aug 2012 19-48.

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Chow, V.T., Maidment, D.R. and Mays, L.W. (1988), “ Applied hydrology”. McGraw-Hill, New York, 201-236.

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Clark, C.O. (1945), "Storage and the Unit Hydrograph", Transactions of the American Society of Civil Engineers Vol. 10, pp. 1419-1446.

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Maidment, D. R. (1993), “Developing a Spatially Distributed Unit Hydrograph by Using GIS, in Kovar, K. and Nachtnebel, H. P. (Eds)”, Applications of GIS in hydrology and water resources management, April, 181-192.

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Narayan, K., Dikshit, P.K.S., and Dwivedi, S.B. (2012), “GIS supported Geomorphologic Instantaneous Unit Hydrograph (GIUH) of Varuna river basin using Geomorphological Characteristics”, International Journal of Advances in Earth Sciences, Volume 1, Issue 2, 2012, 68-76.

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Nash, J. (1957), “The forms of instantaneous unit hydrograph”, Int. Ass. Sci. and Hydrol., Pub. 1, 45(3), 114-121.

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Pilgrim, D. H. (1976), “Travel times and nonlinearity of flood runoff from tracer measurements on a small watershed,” Wat. Resour. Res. 12, 487-496.

10. Peters, J. C. and Easton, D. J. (1997), “Runoff simulation using radar rainfall data”. Water Resour. Bull. 32, 753– 760 11. Rodriguez-Iturbe, I., and Valdes, J.B. (1979), “The geomorphologic structure of hydrologic response.” Water Resour. Res., 15(6), 1409-1420 12. Sahoo, B., Chatterjee, C., Raghuwanshi, N.S., Singh, R., and Kumar, R. (2006). “Flood estimation by GIUHbased Clark and Nash models.” J. Hydrologic Engrg., 11(6), 515-525.


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