TECHNICAL PAPERS
Jul 1, 1996

Estimation of Annual Storm Runoff Coefficients by Continuous Simulation

Publication: Journal of Irrigation and Drainage Engineering
Volume 122, Issue 4

Abstract

A continuous simulation technique, based on the Soil Conservation Service (SCS) method, is used to determine annual storm runoff coefficients (ASRCs) for Orlando, Florida using 13 years of daily rainfall data. The ASRC, which is defined as the ratio of annual runoff to annual precipitation, is used to determine annual runoff volume (or depth) and annual pollutant loads in storm-water models under wet conditions. Although simulated ASRC values are very similar to values measured in other studies, they are significantly lower than the values predicted by other existing models. Estimating ASRC values by the continuous modeling approach has several advantages over existing models; relevant watershed characteristics such as soil type, cover, hydrologic condition of the soil, and antecedent moisture conditions neglected in existing models are taken into consideration, and the annual precipitation that does not produce runoff is determined precisely. Meaningful statistical comparisons can be made between the annual pollutant loads estimated using simulated ASRCs. The technique is cost-effective since continuous simulations can be done on spreadsheets, and require easily available daily rainfall data from a nearby climatological station.

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References

1.
Chow, V. T., Maidment, D. R., and Mays, L. W. (1988). Applied hydrology . McGraw-Hill Book Co., Inc., New York, N.Y.
2.
Chui, T. W., Mar, B. W., and Horner, R. R.(1982). “Pollutant loading model for highway runoff.”J. Envir. Engrg. Div., ASCE, 108(6), 1193–1210.
3.
Design and construction of urban stormwater management systems. (1992). ASCE, New York, N.Y.
4.
East Central Florida Regional Planning Council (ECFRPC). (1988). “Boggy Creek water quality management study.”Final Rep., South Florida Water Mgmt. Dist., West Palm Beach, Fla.
5.
Hawkins, H. H.(1993). “Asymptotic determination of runoff curve numbers from data.”J. Irrig. and Drain. Engrg., ASCE, 119(2), 334–345.
6.
Heany, J. P., Huber, W. C., and Nix, S. J. (1976). “Storm water management model: level I—preliminary screening procedures.”EPA Rep. No. 66/2-76-275, U.S. Envir. Protection Agency (U.S. EPA), Cincinnati, Ohio.
7.
Lapin, L. L. (1983). Probability and statistics for modern engineering . Brooks/Cole Engineering Division, Monterey, Calif.
8.
Lichtler, W. F., Anderson, W., and Joyner, B. F. (1968). “Water resources of Orange County, Florida.”USGS Rep. of Investigations No. 50, U.S. Geological Survey (USGS), Tallahassee, Fla.
9.
McCuen, R. H. (1989). Hydrologic analysis and design. Prentice-Hall, Inc., Englewood Cliffs, N.J.
10.
Nix, S. J. (1994). Urban stormwater modeling and simulation. CRC Press, Inc., Boca Raton, Fla.
11.
Pandit, A., and Swain, H. (1992). “Stormwater quality modeling in the Turkey Creek Basin.”Final Rep. Prepared for St. Johns River Water Mgmt. Dist., Florida Inst. of Technol., Melbourne, Fla.
12.
Pandit, A., Vasanth, V., Swain, H., Steward, J., and Reposa, J. (1993). “Simulation of future stormwater nutrient loadings from the water control district of South Brevard under managed and unmanaged conditions.”Proc., 3rd Biennial Stormwater Res. Conf., Southwest Florida Water Mgmt. Dist., Brooksville, Fla., 140–150.
13.
Schueler, T. R. (1987). Controlling urban runoff: a practical manual for planning and designing urban BMPs. Dept. of Envir. Programs, Metropolitan Washington Council of Governments, Washington, D.C., Publ. No. 87703.
14.
Singh, V. P. (1992). Elementary hydrology . Prentice-Hall, Inc., Englewood Cliffs, N.J.
15.
Smoley, C. K. (1993). NPDES storm water sampling guidance manual. CRC Press, Boca Raton, Fla.
16.
Soil Conservation Service (SCS). (1972). “SCS national engineering handbook, hydrology, section 4.”NTIS Accession No. PB 244463, U.S. Dept. of Agr., Washington, D.C.
17.
Soil Conservation Service (SCS). (1986). “Urban hydrology for small watersheds, SCS.”Tech. Release 55, U.S. Dept. of Agr., Engrg. Div., Washington, D.C.
18.
Stankowski, S. J. (1974). “Magnitude and frequency of floods in New Jersey with effects of urbanization.”Spec. Rep. 38, U.S. Geological Survey, Water Resour. Div., Trenton, N.J.
19.
U.S. Environmental Protection Agency (EPA). (1983). “Results of the nationwide urban runoff program Volume 1—final report.”NTIS Accession No. PB84-185552, Washington, D.C.
20.
Walesh, S. G. (1989). Urban surface water management . John Wiley & Sons, Inc., New York, N.Y.

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 122Issue 4July 1996
Pages: 211 - 220

History

Published online: Jul 1, 1996
Published in print: Jul 1996

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Authors

Affiliations

Ashok Pandit, Member, ASCE,
Assoc. Prof., Dept. of Civ. Engrg., Florida Inst. of Technol., 150 West University Blvd., Melbourne, FL 32901-6988.
Ganesh Gopalakrishnan, Student Member, ASCE
Grad. Res. Asst., Dept. of Civ. Engrg., Florida Inst. of Technol., 150 West University Blvd., Melbourne, FL.

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