TECHNICAL PAPERS
Jan 1, 1987

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

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Eagleson, P. S., Dynamic Hydrology, McGraw‐Hill Book Co., Inc., New York, N.Y., 1970, pp. 369–394.
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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.
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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.
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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 113Issue 1January 1987
Pages: 15 - 28

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Published online: Jan 1, 1987
Published in print: Jan 1987

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Authors

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Wesley P. James, M. ASCE
Assoc. Prof., Dept. of Civ. Engrg., Texas A&M Univ., College Station, TX 77843‐3136
J. Frank Bell
Grad. Student, Dept. of Civ. Engrg., Texas A&M Univ., College Station, TX 77843‐3136
Deborah L. Leslie
Grad. Student, Dept. of Civ. Engrg., Texas A&M Univ., College Station, TX 77843‐3136

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