The timing of runoff response in design flood analysis

Hydrological Processes

Volumn 14, Issue 7, 2000, Pages 1217-1233

  Ashfaq, A ^a   Webster, P ^a  

^a UNIVERSITY OF BIRMINGHAM   (United Kingdom)

Author keywords

Non linearity; Time to peak; Unit hydrograph

Indexed keywords

DESIGN FLOOD; HYDROGRAPH; HYDROLOGICAL RESPONSE; PEAK FLOW; RUNOFF;

UNITED KINGDOM;

EID: 0034115836     PISSN: 08856087     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1099-1085(200005)14:7<1217::AID-HYP36>3.0.CO;2-5     Document Type: Article

References (30)

1. Amorocho J. 1961. Predicting storm runoff on small experimental watersheds: Discussion. Journal of the Hydraulic Division, American Society of Civil Engineers HY2: 185-191.
2. Askew AJ. 1970. Derivation of formulae for variable lag time. Journal of Hydrology 20: 225-242.
3. Boorman DB. 1985. A Review of the Flood Studies Report Rainfall-Runoff Model Parameter Estimation Equations. Report 94, Institute of Hydrology: Wallingford.
4. Boorman DB, Reed DW. 1981. Derivation of a Catchment Average Unit Hydrograph. Report 71, Institute of Hydrology: Wallingford.
5. Childs EF. 1958. Northeastern floods of 1955: flood control hydrology. Journal of the Hydraulic Division, American Society of Civil Engineers 84(HY3): 1663-1624.
6. Eaton TD. 1954. The derivation and synthesis of unit hydrograph when rainfall records are inadequate. Journal of the Institute of Engineers, Australia 26: 239-243.
7. Gustard A. 1993. Flow Regimes from International Experimental and Network Data (FRIEND): Vol. II, Hydrological Data. Institute of Hydrology: Wallingford.
8. HR Wallingford. 1994. RIBAMAN User Manual Version 1.22A. HR Wallingford Ltd: Wallingford.
9. IH. 1999. Flood Estimation Handbook: Restatement and Application of the FSR Rainfall-Runoff Method. Institute of Hydrology: Wallingford.
10. Jin C. 1993. Determination of basin lag time in rainfall-runoff investigations. Hydrological Processes 7: 449-457.
11. Kachroo RK, Natale N. 1992. Nonlinear modelling of the rainfall-runoff transformation. Journal of Hydrology 135: 341-369.
12. Kinnison HB, Colby BR. 1945. Flood formulas based on drainage basin characteristics. Transactions of the American Society of Civil Engineers 110: 853-857.
13. Kirby C, Newson MD, Gilman K. 1991. Plynlimon Research: The First Two Decades. Report 109, Institute of Hydrology: Wallingford.
14. Laurenson EM. 1964. A catchment storage model for runoff routing. Journal of Hydrology 2: 141-163.
15. March F, Eagleson PS. 1965. Approaches to the Linear Synthesis of Urban Runoff Systems. Report 85, Hydrodynamics Laboratory, Massachusetts Institute of Technology, U.S.A.
16. McCuen RH. 1982. A Guide to Hydrologic Analysis using SCS Method. Prentice Hall, Canada.
17. Minshall NE. 1960. Predicting storm runoff on small experimental watersheds. Journal of the Hydraulic Division, American Society of Civil Engineers 86(HY8): 17-38.
18. Nash JE. 1960. A Unit Hydrograph Experiment. Rept. of Hydraulic Research Station, Department of Scientific and Industrial Research: Wallingford.
19. NERC 1975. Flood Studies Report1, Vols. I, II, III, IV and V, Reprinted in 1993 with Supplementary Reports and Additional Bibliography. Natural Environmental Research Council (Institute of Hydrology): Wallingford.
20. Newson MD, Harrison JG. 1978. Channel Studies in the Plynlimon experimental catchments. Report 47, Institute of Hydrology, Wallingford.
21. Pilgrim DH. 1976. Travel times and non-linearity of flood runoff from tracer measurements on a small watershed. Water Resources Research 12(3): 487-496.
22. Robinson JS, Sivapalan M, Snell JD. 1995. On the relative roles of hillslope processes, channel routing and network geomorphology in the hydrologic response of natural catchments. Water Resources Research 31(12): 3089-3101.
23. Shaw EM. 1994. Hydrology in Practice. Chapman and Hall: London.
24. Sherman LK. 1932. Streamflow from rainfall by unitgraph method. Engineering News and Record 108: 501-509.
25. Snyder FF. 1938. Synthetic unit-graphs. Transactions of the American Geophysical Union 19: 447-454.
26. Soekarno S. 1998. A theoretical investigation of non-linearity of storm runoff response. Presented at British Hydrological Society, 8th Postgraduate Hydrology Symposium, 30-31 March 1998, The University of Birmingham, Birmingham.
27. SCS 1972. National Engineering Handbook, Section 4, Hydrology. Soil Conservation Services, US: Department of Agriculture: Washington, DC.
28. Sriwongsitanon N, Ball JE, Cordery I. 1998. An investigation of the relationship between the flood wave speed and parameters in runoff routing models. Hydrological Sciences Journal 3(2): 197-213.
29. Wheater HS, Shaw TL, Rutherford JC. 1978. An Analysis of Unit Hydrographs from the Gloucester Region. Technical Report 96, Water Research Centre: Medmenham.
30. Yomota A, Islam MN. 1992. Kinematic analysis of flood runoff for a small-scale upland field. Journal of Hydrology 137: 311-326.