Volume-based imperviousness for storm water designs

Journal of Irrigation and Drainage Engineering

Volumn 134, Issue 2, 2008, Pages 193-196

  Guo, James C Y ^a  

^a UNIVERSITY OF COLORADO   (United States)

Author keywords

Hydrology; Rehabilitation; Retention basins; Runoff; Stormwater management; Urban areas; Water quality

Indexed keywords

FLOW OF WATER; FLOW PATTERNS; INFILTRATION; RAIN; RUNOFF; WATER MANAGEMENT;

FLOW PATH; STORMWATER MANAGEMENT;

WATERSHEDS;

FLOW OF WATER; FLOW PATTERNS; INFILTRATION; RAIN; RUNOFF; WATER MANAGEMENT; WATERSHEDS;

HYDROLOGICAL MODELING; INFILTRATION; PEAK FLOW; PRECIPITATION INTENSITY; RETENTION; RUNOFF; STORMWATER; URBAN AREA; WATER QUALITY; WATERSHED;

EID: 41749092069     PISSN: 07339437     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9437(2008)134:2(193)     Document Type: Article

References (14)

1. Chow, V. T. (1964). Handbook of applied hydrology, Chaps. 17 and 21, McGraw-Hill, New York.
2. Driscoll, E. D., DiToro, O., Gaboury, D., and Shelley, P. (1989). "Methodology for analysis of detention basins for control of urban runoff quality." EPA440/5-87-001, U.S. Environmental Protection Agency, Washington, D.C.
3. Federal Aviation Administration (FAA). (1970). "Airport drainage." AC No. 150/5320-5B, Dept. of Transportation, Washington, D.C.
4. Guo, J. C. Y. (1998). "Overland flow on a pervious surface." IWRA Int. J. Water, 23(2).
5. Guo, J. C. Y. (1999). "Detention storage volume for small urban catchments." J. Water Resour. Plann. Manage. JWRMD50733-949610.1061/ (ASCE)0733-9496(1999)125:6(380), 125(6), 380-382.
6. Guo, J. C. Y. (2001). "Rational hydrograph method for small urban watersheds." J. Hydrol. Eng. JHYEFF1084-069910.1061/ (ASCE)1084-0699(2001)6:4(352), 6(4), 352-356.
7. Guo, J. C. Y. (2002). "Overflow risk analysis for storm water quality control basins." J. Hydrol. Eng. JHYEFF1084-069910.1061/ (ASCE)1084-0699(2002)7:6(428), 7(6), 428-434.
8. Guo, J. C. Y. (2004). "Hydrology-based approach to storm water detention basin design using new routing schemes." J. Hydrol. Eng. JHYEFF1084-069910.1061/(ASCE)1084-0699(2004)9:4(333), 9(4), 333-336.
9. Morgali, J. R., and Linseley, R. K. (1965). "Computer analysis of overland flow." J. Hydraul. Eng., 3, 81-100.0733-9429
10. Rossman, L. A. (2005). Storm water management model user's manual, version 5 (SWMM5), Office of Research and Development, USEPA, Cincinnati.
11. Urban Drainage and Flood Control District (UDFCD). (2001). Urban storm water drainage criteria manual, Vol. 3, UDFCD, Denver.
12. U.S. Environmental Protection Agency (USEPA). (1983). "Results of the nationwide urban runoff program." NTIS Final Rep. No. PB84-185545, Washington, D.C.
13. Wooding, R. A. (1965). "A hydraulic model for a catchment-stream problem." J. Hydrol. JHYDA70022-169410.1016/0022-1694(65)90084-3, 3, 254-267.
14. Woolhiser, D. A., and Liggett, J. A. (1967). "Unsteady one-dimensional flow over a plane - The rising hydrograph." Water Resour., 3(3), 753-771. 0097-8078