Prediction of Direct Runoff from a Hilly Watershed without Using Past Data of Rainfall and Runoff
DOI:
https://doi.org/10.52151/jae2004411.1070Abstract
A geomorphologic instantaneous unit hydrograph (OIUH) model, based on kinematic-wave and stream order ratios, has been developed to predict the direct runoff hydrograph from a hilly sub-watershed of Ramganga river catchment in Uttaranchal (India). The travel times for overland and stream flows in a stream-ordering system of the watershed have been determined analytically and probabilistically to derive the OIUH, without using the past record of rainfall and runoff data. The performance evaluation of the developed model indicates that the predicted and observed direct runoff hydrographs for the storm, events occurring in the watershed are in good correlation. Since the development of this model utilizes only the geomorphological parameters of the watershed, this model is very well applicable to any ungauged hilly watershed.
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References
I. Akan. A.O. 1985. Kinematic wave method for peak run off estimates. l Transportation Engineering. 111 (4).: 419-425.
Chow. V.T. 1964. Handbook of Applied Hydrology. McGraw-Hili Inc.• New York. N.Y.
Dooge. J. C. I. 1959. A general theory of the unit hydrograph. J. Geophysical Research. 64 (2): 241156.
Gupta. V. K. Waymire. E. and Wang. C.T. 1980. A representation of an instantaneous unit hydrograph from geomorphology. Water Resources Research. 16 (5): 863-870.
Horton. R. E. 1945. Erosional development of streams and their drainage basins:
hydrological approach to quantitative morphology. Bulletin. Geological Society of America. 56: 275370.
Lighthill, M. J. and Whitham. C. B. 1955. On kinematic waves: flood movement in long rivers. Proceedings of the Royal Society (London) series A 229: 281-316.
Nash. J.E. 1957. The form of instantaneous unit hydrograph. International Association of Science and Hydrology. 45(3): 114-121.
Rodriguez-Iturbe. I. and Valdes. J. B. 1979. The geomorphologic structure of hydrologic response. Water Resources Research. 15 (6): 1409-1420.
Sherman. L.K. 1932. Stream flow from rainfall by the unit-graph method. Engineering news record. 108(14): 501-505.
Strahler. A. N. 1950. Equilibrium theory of erosional slopes approached by frequency distribution analysis Amer. J. Sci. 248: 673-696,800-814.
Suresh, R. 1993. Soil and Water Conservation Engineering. Standard publishers distributors. Delhi.
Wooding. R.A. 1965. A hydraulic model lor the catchment-stream problem: II. Numerical solutions. J. Hydrol. 3: 268-282.
Yen. B. C. and Lee. K. T. 1997. Unit hydrograph derivation for ungauged watershesds by stream-order laws. J. Hydraulic Engineering. 2 (I): 1-9.





