Size and Location of Detention Storage
Publication: Journal of Water Resources Planning and Management
Volume 113, Issue 1
Abstract
Basinwide planning, including channel improvements, is essential to prevent misapplication of detention storage. The concept of reducing the peak outflow from an on‐site detention pond to the predevelopment peak discharge does not insure a reduction to the predevelopment discharge for larger streams and has little merit in sizing most detention ponds. The size of the detention ponds has little effect on the total storage required for a watershed. The amount of detention storage can be significantly reduced by selective location of detention ponds within the watershed. Small detention ponds will require considerably more land area and maintenance than regional detention ponds. Channel improvements within the watershed tend to favor the use of upstream detention ponds. Multipurpose use should be encouraged to insure public support and continued maintenance of the detention facilities.
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References
1.
Eagleson, P. S., Dynamic Hydrology, McGraw‐Hill Book Co., Inc., New York, N.Y., 1970, pp. 369–394.
2.
Grey, D. M., “Interrelationships of Watershed Characteristics,” Journal of Geophysics Research, Vol. 66, No. 4, Apr., 1961, pp. 1215–1223.
3.
Jones, J. E., and Jones, D. E., Jr., “Essential Urban Detention Ponding Considerations,” Journal of Water Resources Planning and Management, ASCE, Vol. 110, No. 4, Oct., 1984, pp. 418–433.
4.
Strahler, A. N., “Quantitative Geomorphology of Drainage Basins and Channel Networks,” in Section 4‐II of Handbook of Applied Hydrology, V. T. Chow, Ed., McGraw‐Hill Book Co., Inc., New York, N.Y., 1964.
5.
U.S. Department of Agriculture, National Engineering Handbook on Hydrology, Section 4, Soil Conservation Service, Washington, D.C., 1972.
6.
U.S. Department of Agriculture, Urban Hydrology for Small Watersheds, Technical Release 55, Soil Conservation Service, Washington, D.C., Aug., 1984.
7.
U.S. Weather Bureau, Rainfall Frequency Atlas of the United States for Durations from 30 Minutes to 24 Hrs and Return Periods from 1 to 100 Years, Technical Paper No. 40, U.S. Weather Bureau, Washington, D.C., 1961.
8.
Williams, J. R., “Flood Routing within Variable Travel Times or Variable Storage Coefficients,” American Society of Agricultural Engineers Transactions, Vol. 12, No. 1, 1969, pp. 100–103.
9.
Williams, J. R., and Hann, R. W., Jr., HYMO: Problem‐Oriented Computer Language for Hydrologic Modeling, Agricultural Research Service, U.S. Department of Agriculture, Washington, D.C., 1973.
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Copyright © 1987 ASCE.
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Published online: Jan 1, 1987
Published in print: Jan 1987
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