GIUH based clark and nash models for runoff estimation for an ungauged basin and their uncertainty analysis

International Journal of River Basin Management

Volumn 2, Issue 4, 2004, Pages 281-290

  Kumar, Rakesh ^a   Chatterjee, C ^b   Singh, R D ^a   Lohani, A K ^a   Kumar, Sanjay ^a  

^a NATIONAL INSTITUTE OF HYDROLOGY   (India)

^b INDIAN INSTITUTE OF TECHNOLOGY   (India)

Author keywords

Geographic information system; Geomorphological instantaneous unit hydrograph; Runoff estimation; Sensitivity analysis; Uncertainty analysis; Ungauged basin

Indexed keywords

EID: 85009605963     PISSN: 15715124     EISSN: 18142060     Source Type: Journal    
DOI: 10.1080/15715124.2004.9635238     Document Type: Article

References (21)

1. Bhaskar, N.R., Parida, B.P. and Nayak, A.K. (1997). “Flood Estimation for Ungauged Catchments Using the GIUH,” Journal of Water Resources Planning and Management, ASCE, 123(4), 228-238.
2. Clark, C.O. (1945). “Storage and the Unit Hydrograph,” Transactions of the American Society of Civil Engineers, 110, 1419-1446.
3. Corradini, C., Melone, F. and Singh, V.P. (1995). “Some Remarks on the Use of GIUH in the Hydrological Practice,” Nordic Hydrology, 26, 297-312.
4. D’Odorico, P. and Rigon, R. (2003). “Hillslope and Channel Contributions to the Hydrologic Response”, Water Resources Research, 39(5), 1-9.
5. Gupta, V.K., Waymir, E. and Wang, C.T. (1980). “A Representation of an Instantaneous Unit Hydrograph from Geomorphology,” Water Resources Research, 16(5), 855-862.
6. Haan, C.T. (1977). Statistical methods in Hydrology. Iowa State University Press, Annes.
7. Haan, C.T. (1996). Uncertainty analysis of hydrologic and water quality models. Lecture Notes, Lectures delivered at National Institute of Hydrology, Roorkee, India.
8. Helsel, D.R. and Hirsch, R.M. (1992). Statistical Methods in Water Resources. Elsevier: New York.
9. Karvonen, T., Koivusalo, H., Jauhiainen, M., Palko, J. and Weppling, K. (1999). “A Hydrological Model for Predicting Runoff from Different Land-Use Areas,” Journal of Hydrology, 217, 253-265.
10. Kumar, R., Chatterjee, C., Lohani, A.K., Kumar, S. and Singh, R.D. (2002). “Sensitivity Analysis of the GIUH Based ClarkModel for a Catchment,” Water Resources Management, Kluwer Academic Publishers, Netherlands, 16, 263-278.
11. Lee, K.T. (1998). “Generating Design Hydrographs by DEM Assisted Geomorphic Runoff Simulation: A Case Study,” Journal of the American Water Resources Association, 34(2), 375-384.
12. Morgan, M.G. and Henrion, M. (1990). Uncertainty. Cambridge University Press.
13. Nash, J.E. (1957). “The form of Instantaneous Unit Hydrograph,” International Association of Sciences and Hydrological Publications, 45(3), 114-121.
14. Panigrahi, R.K. (1991). Derivation of Nash model parameters from geomorphological instantaneous unit hydrograph. M.E. Dissertation, Department of Hydrology, University of Roorkee, India.
15. Rodriguez-Iturbe, I., Devoto, G. and Valdes, J.B. (1979). “Discharge ResponseAnalysis and Hydrologic Similarity: The Interrelation Between the Geomorphologic IUH and the Storm Characteristics,” Water Resources Research, 15(6), 1435-1444.
16. Rodriguez-Iturbe, I., Gonzalez-Sanabria, M. and Bras, R.L. (1982). “The Geomorphoclimatic Theory of the Instantaneous Unit Hydrograph,” Water Resources Research, 18(4), 877-886.
17. Rodriguez-Iturbe, I. and Valdes, J.B. (1979). “The Geomorphologic Structure of Hydrologic Response,” Water Resources Research, 15(6), 1409-1420.
18. Rosso, R. (1984). “Nash Model Relation to Horton Order Ratios,” Water Resources Research, 20(7), 914-920.
19. Strahler, A.N. (1957). “Quantitative Analysis of Watershed Geomorphology,” Transactions American Geophysical Union, 38, 913-920.
20. Valdes, J.B., Fiallo, Y. and Rodriguez-Iturbe, I. (1979). “A Rainfall-Runoff Analysis of the Geomorphologic IUH,” Water Resources Research, 15(6), 1421-1434.
21. Zelazinski, J. (1986). “Application of the Geomorphologi-cal Instantaneous Unit Hydrograph Theory to Development of Forecasting Models in Poland,” Hydrological Sciences Journal, 31, 2-6.