Storm‐Water Detention Storage Design under Random Pollutant Loading
Publication: Journal of Water Resources Planning and Management
Volume 118, Issue 5
Abstract
A set of equations for computing storm‐water detention storage‐capacity‐treatment‐rate combinations as a function of pollutant trap efficiency and relevant hydrologic statistics is provided. The hydrologic variables of runoff event depth, duration, and interevent time are treated as independent, exponentially distributed random variables. With the aid of a mass balance relationship at the detention unit and a first‐order pollutant load model, an expression for the expected pollutant wash‐off load is derived. This is used to obtain closed‐form expressions for the pollutant‐control isoquants in terms of the detention storage capacity, the treatment rate, the pollutant trap efficiency, and the statistics of the runoff process. For specified values of the treatment rate and pollutant trap efficiency, the isoquants are solved to obtain values of the required storage capacity. In addition, the expressions yield lower‐ and upper‐bound estimates of the storage capacity estimators. An illustrative example using data from a catchment in Minneapolis, Minnesota, is provided.
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References
1.
Benjamin, J. R., and Cornell, C. A. (1970). Probability, statistics and decision for civil engineers. McGraw‐Hill Book Co., New York, N.Y.
2.
Breipohl, A. H. (1970). Probabilistic systems analysis. John Wiley and Sons, New York, N.Y.
3.
Code of Federal Regulations (1990). Government Printing Office, Washington, D.C.
4.
DiToro, D. M., and Small, M. J. (1979). “Stormwater interception and storage.” J. Envir. Engrg. Div., ASCE, 105(1), 43–54.
5.
Goforth, G. F., Heany, J. P., and Huber, W. C. (1983). “Comparison of basin performance modeling techniques.” J. Envir. Engrg., ASCE, 109(5), 1082–1098.
6.
Heaney, J. P., Huber, W. C., Medina, M. A., Murphy, M. P., Nix, S. J., and Hasan, S. M. (1977). “Nationwide evaluation of combined sewer overflows and urban stormwater discharges. Vol. II—Cost assessment and impacts.” EPA‐600/2‐77‐064b, U.S. Envir. Protection Agency, Cincinnati, Ohio.
7.
Howard, C. D. D. (1976). “Theory of storage and treatment plant overflows.” J. Envir. Engrg. Div., ASCE, 102(4), 709–722.
8.
Howard, C. D. D., Flatt, P. E., and Shamir, U. (1981). “Storm and combined sewer storage treatment theory compared to computer simulation.” EPA‐600/2‐81‐125, U.S. Envir. Protection Agency, Cincinnati, Ohio.
9.
Huber, W. C., Heaney, J. P., Nix, S. J., Dickinson, R. E., and Polmann, D. J. (1984). “Storm water management model user's manual, version III.” EPA‐600/52‐84‐109, U.S. Envir. Protection Agency, Cincinnati, Ohio.
10.
Jewell, T. K. (1980). “Urban stormwater pollutant loadings,” PhD thesis, Univ. of Massachusetts, Amherst, Mass.
11.
Loganathan, G. V., Delleur, J. W., and Segarra, R. I. (1985). “Planning detention storage for stormwater management.” J. Water Resour. Plng. Mgmt., ASCE, 111(4), 382–398.
12.
Loganathan, G. V., Sherali, H. D. (1987). “A convergent interactive cutting plane algorithm for multiobjective optimization.” Oper. Res., 35(3), 365–377.
13.
Nix, S. J. (1982). “Analysis of storage‐release systems in urban stormwater quality management,” PhD thesis, Univ. of Florida, Gainesville, Fla.
14.
Nix, S. J., and Heany, J. P. (1988). “Optimization of storm water storage‐release strategies.” Water Resour. Res., 24(11), 1831–1838.
15.
Nix, S. J., Heany, J. P., and Huber, W. C. (1988). “Suspended solids removal in detention basins.” J. Envir. Engrg., ASCE, 114(6), 1331–1343.
16.
Patry, G. G., and Kennedy, A. (1989). “Pollutant washoff under noise‐corrupted runoff conditions.” J. Water Resour. Plng. Mgmt., ASCE, 115(5), 646–657.
17.
Results of the nationwide urban runoff program, vol. 1, final report. (1983). Water Planning Div., Envir. Protection Agency, Washington, D.C.
18.
Roesner, L. A. (1982). “Quality of urban runoff.” Urban storm water hydrology (Water Resources Monograph 7), D. F. Kibler, ed., American Geophysical Union, Washington, D.C.
19.
Sartor, J. D., and Boyd, G. B. (1972). “Water pollution aspects of street surface contaminants.” EPA‐R‐272‐081, U.S. Envir. Protection Agency, Washington, D.C.
20.
Segarra, R. I., and Loganathan, G. V. (1989). A planning model for the control and treatment of stormwater runoff through detention storage. Water Resour. Res. Inst. of the Univ. of Puerto Rico, Mayaguez, Puerto Rico.
21.
Schwarz, R. B., and Adams, B. J. (1981). “Distributed storage for urban runoff control: An analytical model.” 2nd Int. Conf. on Urban Storm Drainage: Quality; Mgmt. and Plng., B. C. Yen, ed., University of Illinois, Vol. 2, 360–369.
22.
Smith, D. I. (1980). “Probability of storage overflow for stormwater management.” MS thesis, Univ. of Toronto, Toronto, Ontario, Canada.
23.
“A statistical method for assessment of urban runoff.” (1979). EPA‐440/3‐79‐023, U.S. Envir. Protection Agency, Washington, D.C.
24.
Storage, treatment, overflow, runoff model, STORM, user's manual. (1977). Army Corps of Engrs., Hydrol. Engrg. Ctr., Davis, Calif.
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Copyright © 1992 ASCE.
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Published online: Sep 1, 1992
Published in print: Sep 1992
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