Hybrid model for derivation of synthetic unit hydrograph

Journal of Hydrologic Engineering

Volumn 10, Issue 6, 2005, Pages 458-467

  Bhunya, P K ^a   Ghosh, N C ^a   Mishra, S K ^b   Ojha, C S P ^b   Berndtsson, Ronny ^c  

^a NATIONAL INSTITUTE OF HYDROLOGY   (India)

^b INDIAN INSTITUTE OF TECHNOLOGY ROORKEE   (India)

^c LUND UNIVERSITY   (Sweden)

Author keywords

Catchments; Hybrid methods; Hydrographs; Reservoirs; Water storage

Indexed keywords

CATCHMENTS; LAPLACE TRANSFORMS; MATHEMATICAL MODELS; PARAMETER ESTIMATION; RAIN; RANDOM NUMBER GENERATION; RUNOFF;

HYBRID METHODS; PARAMETER GAMMA DISTRIBUTION; SYNTHETIC UNIT HYDROGRAPH; WATER STORAGE;

RESERVOIRS (WATER);

HYDROGRAPH; HYDROLOGICAL MODELING; PEAK FLOW; RESERVOIR; WATER STORAGE;

EID: 27544481825     PISSN: 10840699     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0699(2005)10:6(458)     Document Type: Article

References (33)

1. Aron, G., and White, E. L. (1982). "Fitting a gamma distribution over a synthetic unit hydrograph." Water Resour. Bull., 18(1), 95-98.
2. Bhunya, P. K., Mishra, S. K., and Berndtsson, Ronny. (2003). "Simplified two-parameter gamma distribution for derivation of synthetic unit hydrograph." J. Hydrologic Eng., 8(4), 226-230.
3. Central Water Commission (CWC). (1980). "Flood estimation report for Lower Godavari subzone 3F: A method based on unit hydrograph principles." Design Office Rep. No. 3/1980, Hydrology (small catchments) Directorate, CWC, New Delhi, India.
4. Central Water Commission (CWC). (1982). "Flood estimation report for Lower Narmada and Tapi subzone 3B: A method based on unit hydrograph principles." Design Office Rep. No. LNT/4/81, Hydrology (small catchments) Directorate, CWC, New Delhi, India.
5. Chow, V. T., and Kulandaiswami, V. C. (1971). "General hydrologic system model." J. Hydraul. Div., Am. Soc. Civ. Eng., 97(6), 791-804.
6. Collins, W. T. (1939). "Runoff distribution graphs from precipitation occurring in more than one time unit." Civ. Eng. (N.Y.), 9(9), 559-561.
7. Croley II, T. E. (1980). "Gamma synthetic hydrographs." J. Hydrol., 47, 41-52.
8. Dooge, J. C. I. (1959). "A general theory of the unit hydrograph." J. Geophys. Res., 64(2), 241-256.
9. Espey Jr., W. H., Winslow, D. E. (1974). "Urban flood frequency characteristics." J. Hydraul. Div. Am. Soc. Civ. Eng. 100(2), 279-293.
10. General Directorate of Electric Works Planning. (1985). "Engineering hydrology report for Gormel Reservoir on Ermenek Creek of Gosku River." Rep. No. 86-5, Ankara, Turkey.
11. Gray, D. M. (1961a). "Interrelationship of watershed characteristics." J. Geophys. Res., 66, 1215-1223.
12. Gray, D. M. (1961b). "Synthetic hydrographs for small drainage areas." SCE, 87 (4), 33-35.
13. Haktanir, T., and Sezen, Nurullah. (1990). "Suitability of two-parameter gamma distribution and three-parameter beta distribution as synthetic hydrographs in Anatolia." Hydrol. Sci. J., 35(2), 167-184.
14. Hann, C. T., Barfield, B. J., and Hayes, J. C. (1994). Design hydrology and sedimentology for small catchments, Academics, New York.
15. Kafarov, V. (1976). Cybernetic methods in chemistry and chemical engineering, English translation, Mir Publishers, Moscow.
16. Kreyszig, Erwin. (1993). Advanced engineering mathematics, Wiley, New York.
17. Langbein, W. B., et al. (1947). "Topographic characteristics of drainage basins." Water supply paper 968-C, U.S. Geological Survey, 125-155.
18. Langhaar, H. L. (1951). Dimensional analysis and theory of models, Wiley, New York.
19. Marquardt, D. W. (1963). "An algorithm for least-square estimation of nonlinear parameters." J. Soc. Ind. Appl. Math., 11 (2),
20. Mishra, S. K., and Singh, V. P. (1999). "Hysteresis-based flood wave analysis." J. Hydrologic Eng., 4(4), 358-365.
21. Nash, J. E. (1958). "Determining runoff from rainfall." Proc.-Inst. Civ. Eng., Dublin, Ireland.
22. Nash, J. E. (1959). "Synthetic determination of unit hydrograph parameters." J. Geophys. Res., 64(1), 111-115.
23. Ortega, J., and Rheinboldt, W. (1970). Iterative solutions of non-linear equations in several variables, Academic Press, New York.
24. Raudkivi, A. I. (1979). Hydrology: An advanced introduction to hydrological processes and modeling, Pergamon, New York.
25. Singh, K. P. (1964). "Nonlinear instantaneous unit hydrograph theory." J. Hydraul. Div., Am. Soc. Civ. Eng., 90 (2), 313-350.
26. Singh, S. K. (2000). "Transmuting synthetic hydrographs into gamma distribution." J. Hydrologic Eng., 5(4), 380-385.
27. Singh, V. P. (1988). Hydrologic systems: Rainfall-runoff modeling, Vol. 1, Prentice Hall, Englewood Cliffs, New Jersey.
28. Soil Conservation Service (SCS). (1957). "Use of storm and watershed characteristics in synthetic hydrograph analysis and application." U.S. Dept. of Agriculture, Soil Conservation Service, Washington, D. C.
29. Soil Conservation Service (SCS). (1986). "Urban hydrology for small watersheds." Tech. Release No. 55, U. S. Dept. of Agriculture, Washington, D. C.
30. Snyder, F. F. (1938). "Synthetic unit hydrographs," Trans., Am. Geophys. Union, 19,447-454.
31. Taylor, A. B., and Schwarz, H. E. (1952). "Unit hydrograph lag and peakflow related to basin characteristics." Trans., Am. Geophys. Union, 33, 235-346.
32. U.S. Army Corps of Engineers (USACE). (1990). Flood hydraulics package. User's Manual for HEC-1, CPD-1A, Version 4.0, USACE, Washington, D.C.
33. Viessman, Jr., W., Lewis, G. L., and Knapp, J. W. (1989). Introduction to hydrology, 3rd Ed., Harper and Row, New York.