Rational hydrograph method for small urban watersheds

Journal of Hydrologic Engineering

Volumn 6, Issue 4, 2001, Pages 352-356

  Guo, James C Y ^a  

^a University of Colorado at Denver   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

HYDROLOGY; LEAST SQUARES APPROXIMATIONS; MATHEMATICAL MODELS; RAIN; RUNOFF;

RATIONAL HYDROGRAPH METHOD;

WATERSHEDS;

HYDROGRAPH; RUNOFF MODELING; WATERSHED;

HYDROGRAPH; RAINFALL-RUNOFF MODELING; RATIONALIZATION; URBAN AREA; WATERSHED;

UNITED STATES;

EID: 0035396669     PISSN: 10840699     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0699(2001)6:4(352)     Document Type: Article

References (10)

1. Chow, V. T. (1964). Handbook of applied hydrology, McGraw-Hill, New York.
2. Guo, J. C. Y. (1998). "Overland flow on a pervious surface." Int. J. Water, 23(2), 91-95.
3. Guo, J. C. Y. (2000a). "A semivirtual watershed model by neural networks." J. Comp.-Aided Civ. and Infrastruct. Engrg., 15, 439-444.
4. Guo, J. C. Y. (2000b). "Storm hydrographs from small urban catchments." Int. J. Water, 3(Sept.).
5. HEC-1 flood hydrograph package. (1985). Hydrologic Engineering Center, U.S. Army Corps of Engineers, Davis, Calif.
6. Kirpich, Z. P. (1940). "Time of concentration for small agricultural watersheds." Civ. Engrg., ASCE, 10(6), 362.
7. Kuichling, E. (1889). "The relation between rainfall and the discharge of sewers in populous districts." Trans., ASCE, 20, 1-56.
8. McCuen, R. (1982). A guide to hydrologic analysis using SCS methods, Prentice-Hall, Englewood Cliffs, N.J.
9. McCuen, R. H., Wong, S. L., and Rawls, W. J. (1984). "Estimating urban time of concentration." J. Hydr. Engrg., ASCE, 110(7), 887-904.
10. McPherson, M. B. (1968). Urban water resources research, ASCE Task Committee, ASCE Urban Hydrology Research Council, New York.