Selection of Stormwater Model Parameters
Publication: Journal of Environmental Engineering
Volume 115, Issue 1
Abstract
Stormwater models, which are used extensively for stormwater drainage design and management, require calibration. The parameters usually estimated by calibration include infiltration and roughness. Parameters that can be determined by measurement include catchment area, slope, and length of flow path. The dependency of parameter values on the level of model discretization was investigated. Experiments were performed on a small urban catchment, and results of different levels of discretization were compared to observed hydrograph volume and peak runoff. The only factor found to require adjustment based on the level of discretization and the size of subcatchment was the overland flow time. Small‐scale discretization required a longer flow path or a higher Manning roughness coefficient than coarse discretization to predict lag times correctly.
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References
1.
Alley, W. A., Dawdy, D. R., and Schaake, J. C. (1980). “Parametric‐deterministic urban watershed model.” J. Hydraulic Div., ASCE, 106(5), 679–690.
2.
Cousens, W. W. H., and Burney, J. R. (1976). “Small catchment flood modelling.” Water S.A., 2(4).
3.
Diskin, M. H., and Simpson, E. S. (1978). “A quasi linear spatially distributed cell model for the surface runoff system.” Water Res. Bull., 14(4), 903–918.
4.
Green, I. R. A. (1984). “WITWAT Stormwater drainage program.” Report 2/1984, Water Systems Res. Programme, Univ. of the Witwatersrand, Johannesburg.
5.
Green, W. H., and Ampt, G. H. (1911). “Studies of soil physics, 1, the flow of air and water through soils.” J. Agr. Sci., 4(1), 1–24.
6.
Hughes, D. A., and Beaten, A. N. (1987). “An assessment of isolated flood event conceptual models in different climates and physiographic areas.” Report 138/1/87, Water Research Commission, Pretoria, South Africa.
7.
Horton, R. E. (1933). “The role of infiltration in the hydrological cycle.” Trans. Amer. Geophys. Union. Hydrol. Papers, 446–460.
8.
James, W., and Robinson, M. A. (1981). “Standard terms of reference to ensure satisfactory computer‐based urban drainage design studies.” Canadian J. Civil Engrg., 8(3), 294–303.
9.
Kerst, E. (1987). “The effect of catchment discretization on stormwater model parameters.” MSc (Eng) Report, Univ. of the Witwatersrand, Johannesburg, South Africa.
10.
Lane, L. J., and Woolhiser, D. A. (1977). “Simplifications of Watershed geometry affecting simulation of surface runoff.” J. Hydrol., 35, 173–196.
11.
Overton, D., and Meadows, M. F. (1976). Stormwater modelling. Academic Press.
12.
Pilgrim, D. H. (1975). “Model evaluation, testing and parameter estimation in hydrology.” Natl. Symp. on Hydrology, Australian Acad. of Sci.
13.
Stephenson, D., and Meadows, M. E. (1986). Kinematic hydrology and modelling. Elsevier, Amsterdam.
14.
Wisner, P. E. (1980). OTTHYMO. A planning model for master drainage plans in urban areas. University of Ottawa.
15.
Zaghoul, N. A. (1981). “SWMM model and level of discretization.” J. Hydr. Engrg., ASCE, 107(11), 1535–1545.
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Copyright © 1989 ASCE.
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Published online: Feb 1, 1989
Published in print: Feb 1989
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