Flood estimation by GIUH-based clark and nash models

Journal of Hydrologic Engineering

Volumn 11, Issue 6, 2006, Pages 515-525

  Sahoo, Bhabagrahi ^a   Chatterjee, Chandranath ^b   Raghuwanshi, Narendra S ^b   Singh, Rajendra ^b   Kumar, Rakesh ^c  

^a INDIAN INSTITUTE OF TECHNOLOGY ROORKEE   (India)

^b INDIAN INSTITUTE OF TECHNOLOGY   (India)

^c NATIONAL INSTITUTE OF HYDROLOGY   (India)

Author keywords

Coefficients; Floods; Geographic information systems; Geomorphology; Hydrologic models; Mapping; Peak flow; Unit hydrographs

Indexed keywords

CATCHMENTS; COMPUTER SIMULATION; ESTIMATION; GEOGRAPHIC INFORMATION SYSTEMS; GEOMORPHOLOGY; HYDROLOGY; IMAGE PROCESSING; MAPPING;

FLOOD ESTIMATION; HYDROLOGIC MODELS; PEAK FLOW; UNIT HYDROGRAPHS;

FLOODS;

CATCHMENTS; COMPUTER SIMULATION; ESTIMATION; FLOODS; GEOGRAPHIC INFORMATION SYSTEMS; GEOMORPHOLOGY; HYDROLOGY; IMAGE PROCESSING; MAPPING;

FLOOD; GEOMORPHOLOGY; GIS; HYDROLOGICAL MODELING; IMAGE PROCESSING; MAPPING; PEAK FLOW; RUNOFF; UNIT HYDROGRAPH;

AJAY BASIN; ASIA; EURASIA; INDIA; SOUTH ASIA;

EID: 33750096169     PISSN: 10840699     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0699(2006)11:6(515)     Document Type: Article

References (47)

1. Bernard, M. (1935). "An approach to determinate stream flow." Trans. Am. Soc. Civ. Eng.TACEAT0066-0604, 100, 347-362.
2. Bhaskar, N. R., Parida, B. P., and Nayak, A. K. (1997). "Flood estimation for ungaged catchments using the GIUH." J. Water Resour. Plann. Manage.JWRMD50733-949610.1061/(ASCE)0733-9496(1997)123:4(228), 123(4), 228-238.
3. Boyd, M. J., Bates, B. C., Pilgrim, D. H., and Cordery, I. (1987). "WBNM: A general runoff routing model-Programs and user manual." Water Research Laboratory Rep. No. 170, Univ. of New South Wales, Kensington, Australia.
4. Boyd, M. J., Pilgrim, D. H., and Cordery, I. (1979). "A storage routing model based on catchment geomorphology." J. Hydrol.JHYDA70022-169410.1016/0022-1694(79)90048-9, 42(3-4), 209-330.
5. Chatterjee, C., Jha, R., Lohani, A. K., Kumar, R., and Singh, R. (2001). "Runoff curve number estimation for a basin using remote sensing and GIS." Asian-Pacific Remote Sensing and GIS Journal, Bangkok, 14(December), 1-7.
6. Chutha, I., and Dooge, J. C. I. (1990). "The shape parameters of the geomorphologic unit hydrograph." J. Hydrol.JHYDA70022-1694, 117(1-4), 81-97.
7. Clark, C. O. (1945). "Storage and the unit hydrograph." Trans. of ASCE, 110, 1419-1446.
8. Corradini, C., Melone, F., and Singh, V. P. (1995). "Some remarks on the use of GIUH in the hydrological practice." Nord. Hydrol.NOHYBB0029-1277, 26, 297-312.
9. D'Odorico, P., and Rigon, R. (2003). "Hillslope and channel contributions to the hydrologic response." Water Resour. Res.WRERAQ0043-1397, 39(5), SWC 1, 1-9.
10. ERDAS Inc. (2001). ERDAS Imagine 8.5, Field Guide, Atlanta.
11. Franchini, M., and O'Connell, P. E. (1996). "An analysis of the dynamic component of the geomorphologic instantaneous unit hydrograph." J. Hydrol.JHYDA70022-1694, 175(1-4), 407-428.
12. Gandolfi, C., and Bischetti, G. B. (1997). "Influence of the drainage network identification method on geomorphological properties and hydrological response." Hydrolog. Process.HYPRE30885-6087, 11(4), 353-375.
13. Gupta, V. K., Waymire, E., and Wang, C. T. (1980). "A representation of an instantaneous unit hydrograph from geomorphology." Water Resour. Res.WRERAQ0043-1397, 16(5), 855-862.
14. Horton, R. E. (1945). "Erosional development of streams and their drainage basins: Hydrophysical approach to quantitative morphology." Bull. Geol. Soc. Am.BUGMAF0016-7606, 56(3), 275-370.
15. Hydrologic Engineering Center (HEC). (1990). Flood hydrograph package-version 4.0, User's Manual, HEC-1, U.S. Army Corps of Engineers, Washington, D.C.
16. Jain, S. K., Singh, R. D., and Seth, S. M. (2000). "Design flood estimation using GIS supported GIUH approach." Water Resour. Manage.WRMAEJ0920-4741, 14(5), 369-376.
17. Karlinger, M. R., and Troutman, B. M. (1985). "Assessment of the instantaneous unit hydrograph derived from the theory of topologically random networks." Water Resour. Res.WRERAQ0043-1397, 21(11), 1693-1702.
18. Karvonen, T., Koivusalo, H., Jauhiainen, M., Palko, J., and Weppling, K. (1999). "A hydrological model for predicting runoff from different land-use areas." J. Hydrol.JHYDA70022-169410.1016/ S0022-1694(98)00280-7, 217(3-4), 253-265.
19. Kirkby, M. J. (1976). "Tests of the random model and its application to basin hydrology." Earth Surf. Processes Landforms, 1, 197-212.
20. Kirpich, Z. P. (1940). "Time of concentration of small agricultural watersheds." Civ. Eng. (N.Y.)CIEGAG0009-7853, 10(6), 362-365.
21. Lee, K. T. (1998). "Generating design hydrographs by DEM assisted geomorphic runoff simulation: A case study." J. Am. Water Resour. Assoc.JWRAF51093-474X, 34(2), 375-384.
22. Mesa, O. J., and Mifflin, E. R. (1986). "On the relative role of hillslope topography." Scale problem in hydrology, V. K. Gupta I. Rodriguez-Iturbe, and E. F. Wood, eds., Reidel, Norwell, Mass., 1-17.
23. Naden, P. S. (1992). "Spatial variability in flood estimation for large catchments: The exploitation of channel network structure." Hydrol. Sci. J.HSJODN0262-6667, 37(1), 53-71.
24. Nash, J. E. (1957). "The form of the instantaneous unit hydrograph." International Association of Scientific Hydrology Publication, 45(3), 114-121.
25. Nash, J. E. (1960). "A unit hydrograph study with particular reference to British catchments." Proc.-Inst. Civ. Eng.PCIEAT0020-3262, 17, 249-282.
26. Nash, J. E., and Sutcliffe, J. V. (1970). "River flow forecasting through conceptual models, Part I: A discussion of principles." J. Hydrol.JHYDA70022-169410.1016/0022-1694(70)90255-6, 10(3), 282-290.
27. Rinaldo, A., and Rodriguez-Iturbe, I. (1996). "Geomorphological theory of the hydrological response." Hydrolog. Process.HYPRE30885-6087, 10(6), 803-829.
28. Rinaldo, A., Vogel, G. K., Rigon, R., and Rodriguez-Iturbe, I. (1995). "Can one gauge the shape of a basin?" Water Resour. Res.WRERAQ0043-139710.1029/94WR03290, 31(4), 1119-1127.
29. Rodriguez-Iturbe, I., Devoto, G., and Valdes, J. B. (1979). "Discharge response analysis and hydrologic similarity: The interrelation between the geomorphologic IUH and the storm characteristics." Water Resour. Res.WRERAQ0043-1397, 15(6), 1435-1444.
30. Rodriguez-Iturbe, I., Gonzalez-Sanabria, M., and Bras, R. L. (1982a). "The Geomorphoclimatic theory of the instantaneous unit hydrograph." Water Resour. Res.WRERAQ0043-1397, 18(4), 877-886.
31. Rodriguez-Iturbe, I., Gonzalez-Sanabria, M., and Caamano, G. (1982b). "On the climatic dependence of the IUH: A rainfall-runoff analysis of the Nash model and the geomorphoclimatic theory." Water Resour. Res.WRERAQ0043-1397, 18(4), 887-903.
32. Rodriguez-Iturbe, I., and Rinaldo, A. (1997). Fractal river basins: Chance and self-organization, Cambridge University Press, New York.
33. Rodriguez-Iturbe, I., and Valdes, J. B. (1979). "The geomorphologic structure of hydrologic response." Water Resour. Res.WRERAQ0043-1397, 15(6), 1409-1420.
34. Rosso, R. (1984). "Nash model relation to Horton order ratios." Water Resour. Res.WRERAQ0043-1397, 20(7), 914-920.
35. Sahoo, B. (2003). "Flood estimation by GIUH based Clark and Nash models." M.Tech. Thesis, Agricultural and Food Engineering Dept., Indian Institute of Technology, Kharagpur, India.
36. Shreve, R. L. (1966). "Statistical law of stream numbers." J. Geology, 74(1), 17-37.
37. Smart, J. S. (1972). "Channel networks." Advances in hydrosciences, Vol. 8, V. T. Chow, ed., Academic, New York, 305-346.
38. Snell, J. D., and Sivapalan, M. (1994). "On geomorphological dispersion in natural catchments and the geomorphological unit hydrograph." Water Resour. Res.WRERAQ0043-139710.1029/94WR00537, 30(7), 2311-2323.
39. Snyder, F. F. (1938). "Synthetic unit graphs." Trans., Am. Geophys. UnionTAGUAT0002-8606, 19, 447-54.
40. Strahler, A. N. (1957). "Quantitative analysis of watershed geomorphology." Trans., Am. Geophys. UnionTAGUAT0002-8606, 38(6), 913-920.
41. Taylor, A. B., and Schwarz, H. E. (1952). "United hydrograph lag and peak flow related to basin characteristics." Trans., Am. Geophys. UnionTAGUAT0002-8606, 33(2), 235-246.
42. Troutman, B. M., and Karlinger, M. R. (1984). "On the expected width function for topologically random channel networks." J. Appl. Probab.JPRBAM0021-9002, 21, 836-884.
43. Troutman, B. M., and Karlinger, M. R. (1985). "Unit hydrograph approximation assuming linear flow through topologically random channel networks." Water Resour. Res.WRERAQ0043-1397, 21(5), 743-754.
44. Troutman, B. M., and Karlinger, M. R. (1986). "Averaging properties of channel networks using methods in stochastic branching theory." Scale problem in hydrology, V. K. Gupta, I. Rodriguez-Iturbe, and E. F. Wood, eds., Reidel, Norwell, Mass., 85-216.
45. USDA. (1972). "Hydrology." National Engineering Handbook, Sec. 4. USDA-SCS, Washington, D.C.
46. Valdes, J. B., Fiallo, Y., and Rodriguez-Iturbe, I. (1979). "A rainfall-runoff analysis of the geomorphologic IUH." Water Resour. Res.WRERAQ0043-1397, 15(6), 1421-1434.
47. van der Tak, L. D., and Bras, R. L. (1990). "Incorporating hillslope effects into the geomorphologic instantaneous unit hydrograph." Water Resour. Res.WRERAQ0043-139710.1029/90WR00862, 26(10), 2393-2400.