Physically based approach in hydrology - What is the benefit?

Journal of Hydrologic Engineering

Volumn 11, Issue 4, 2006, Pages 293-295

  Wong, Tommy S W ^a  

^a NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 33745273615     PISSN: 10840699     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0699(2006)11:4(293)     Document Type: Editorial

References (22)

1. ASCE Task Committee of the Urban Water Resources Council and of the American Society of Civil Engineers and the Water Environment Federation. (1992). "Design and construction of urban stormwater management systems." ASCE Manuals and Rep. of Engineering Practice No. 77, ASCE, New York.
2. Beven, K. (1989). "Changing ideas in hydrology - The case of physically-based models." J. Hydrol.JHYDA70022-169410.1016/ 0022-1694(89)90101-7, 105(1-2), 157-172.
3. Beven, K. (1993). "Prophecy, reality and uncertainty in distributed hydrological modelling." Adv. Water Resour.AWREDI0309-1708, 16(1), 41-51.
4. Federal Aviation Administration. (1970). "Airport drainage." Advisory Circular No. 150/5320-5B, Dept. of Transportation, Washington, D.C.
5. Grayson, R. B., Moore, I. D., and McMahon, T. A. (1992). "Physically based hydrologic modeling. Part II. Is the concept realistic?" Water Resour. Res.WRERAQ0043-139710.1029/92WR01259, 26(10), 2659-2666.
6. Hicks, W. I. (1942). "Discussion on 'Surface runoff determination from rainfall without using coefficients' by W. W. Horner and S. W. Jens." Trans. Am. Soc. Civ. Eng.TACEAT0066-0604, 107, 1097-1102.
7. Institution of Engineers, Australia. (1987). Australian rainfall and runoff, D. H. Pilgrim, ed., 1, Institution of Engineers, Canberra, Australia.
8. Izzard, C. F. (1946). "Hydraulics of runoff from developed surfaces." Proc., 26th Annual Meeting Highway Research Board, National Research Council, Washington, D.C., 129-150.
9. Kerby, W. S. (1959). "Time of concentration for overland flow." Civ. Eng. (N.Y.)CIEGAG0009-7853, 29(3), 60.
10. National Association of Australian State Road Authorities. (1986). Guide of the design of road surface drainage, Milsons Point, NSW, Australia.
11. Packman, J. C. (1980). "The effects of urbanisation on flood magnitude and frequency." Rep. No. 63, Institute of Hydrology, Wallingford, U.K.
12. Renard, K. G. (1997). "Discussion of 'Search for physically based runoff model - A hydrologic El Dorado?' by D. A. Woolhiser." J. Hydraul. Eng.JHEND80733-9429, 123(9), 830-831.
13. Riordan, E. J., Grigg, N. S., and Hiller, R. L. (1978). "Measuring the effects of urbanization on the hydrologic regimen." Proc., Int. Conf. on Urban Storm Drainage, Pentech, Southampton, U.K., 496-511.
14. Sauer, V. B., Thomas, W. O., Stricker, V. A., and Wilson, K. V. (1983). "Flood characteristics of urban watersheds in the United States." U.S. Geological Survey Water-Supply Paper 2207, Alexandria, Va.
15. Sivapalan, M. (2003a). "Prediction in ungauged basins: A grand challenge for theoretical hydrology." Hydrolog. Process.HYPRE30885-6087, 17(15), 3163-3170.
16. Sivapalan, M. (2003b). "Process complexity at hillslope scale, process simplicity at the watershed scale: Is there a connection?" Hydrolog. Process.HYPRE30885-6087, 17(5), 1037-1041.
17. U.S. Army Corps of Engineers. (1954). "Data report, airfield drainage investigation." Rep. prepared by the Los Angeles District for the Office of the Chief of Engineers, Airfields Branch, Engineering Div., Military Construction, Washington, D.C.
18. Wong, T. S. W. (1996). "Time of concentration and peak discharge formulas for planes in series." J. Irrig. Drain. Eng.JIDEDH0733-943710.1061/(ASCE)0733-9437(1996)122:4(256), 122(4), 256-258.
19. Wong, T. S. W. (2005). "Assessment of time of concentration formulas for overland flow." J. Irrig. Drain. Eng.JIDEDH0733-943710.1061/(ASCE)0733-9437(2005)131:4(383), 131(4), 383-387.
20. Wong, T. S. W., and Li, Y. (1999). "Theoretical assessment of changes in design flood peak on an overland plane for two opposing urbanization sequences." Hydrolog. Process.HYPRE30885-6087, 13(11), 1629-1647.
21. Woolhiser, D. A. (1996). "Search for physically based runoff model-A hydrologic El Dorado?" J. Hydraul. Eng.JHEND80733-942910.1061/(ASCE)0733-9429(1996)122:3(122), 122(3), 122-129.
22. Woolhiser, D. A., and Liggett, J. A. (1967). "Unsteady one-dimensional flow over a plane - The rising hydrograph." Water Resour. Res.WRERAQ0043-1397, 3(3), 753-771.