TECHNICAL PAPERS
Sep 1, 1994

Predicting Sediment Yield in Storm‐Water Runoff from Urban Areas

Publication: Journal of Water Resources Planning and Management
Volume 120, Issue 5

Abstract

A mathematical model is presented for the purpose of representing the washoff of sediments from small urban watersheds during storm events. The model simulates the contribution of sediments from each of the different land surfaces present within an urban watershed. It has been determined that different land surfaces contribute sediments differently, and that a better estimate of the total sediment load could be determined by representing each of the major land surfaces independently. The model was developed and tested using water‐quality data from four small urban watersheds in Houston and Austin, Tex., and by using data from bare‐soil erosion plot studies. The performance of the model was determined by comparing the simulated results with the observed results during the storm events that were analyzed. Given the appropriate parameters, the model provides reasonable estimates of the observed sediment yield from each of the different land surfaces studied. The rate at which sediments are washed off the impervious area of a watershed is shown to correlate with the length of time since rainfall has last occurred.

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References

1.
Barfield, B., Barnhisel, R., Powell, J., Hirshi, M., and Moore, I. (1983). “Erodibilities and eroded size distribution of western Kentucky mine spoil and reconstructed topsoil.” Rep. No. G1115211, Institute for Mining and Minerals Research, College of Agriculture, Univ. of Kentucky, Lexington, Ky.
2.
Barfield, B., Tollner, E., and Hayes, J. (1979). “Filtration of sediment by simulated vegetation: I. steady‐state flow with homogeneous sediment.” Trans. ASAE, 77‐2023, 22(3), 540–548.
3.
Bennet, J. (1974). “Concepts of mathematical modeling of sediment yield.” Water Resour. Res., 10(3), 485–492.
4.
Foster, G. (1986). “Erosion and sediment transport processes for agricultural watersheds.” Agricultural nonpoint source pollution: model selection and application. Elsevier Publishing Co., New York, N.Y.
5.
Foster, G., and Meyer, L. (1972). “Transport of soil particles by shallow flow.” Trans. ASAE, 15(1), 99–102.
6.
Gilley, J., Woolhiser, D., and McWhorter, D. (1985). “Interrill soil erosion—Part II: testing and use of model equations.” Trans. ASAE, 83‐2538, 28(1), 154–159.
7.
Metcalf and Eddy, Inc. (1971). “Storm water management model.” EPA‐11024/7‐77, U.S. Environmental Protection Agency, Washington, D.C.
8.
Meyer, L., and Harmon, W. (1985). “Sediment losses from cropland furrows of different gradients.” Trans. ASAE, 28(2), 448–453.
9.
Rose, C., Williams, J., and Barry, D. (1983). “A mathematical model of soil erosion and deposition processes: I. theory for a plane land element.” Soil Sci. Soc. of Am. J., 47(5), 991–995.
10.
Sartor, J., and Boyd, G. (1972). “Water pollution aspects of street surface contaminants.” EPA‐R2‐72‐081, U.S. Environmental Protection Agency, Washington, D.C.
11.
Whipple, W., Grigg, N., Grizzard, T., Randall, C., Shubinski, R., and Tucker, L. (1983). Stormwater management in urban areas. Prentice‐Hall, Inc., Englewood Cliffs, N.J.
12.
Yalin, Y. (1963). “An expression for bed‐load transportation.” J. Hydr. Div., ASCE, 89(3), 221–250.

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Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 120Issue 5September 1994
Pages: 630 - 650

History

Received: Aug 14, 1992
Published online: Sep 1, 1994
Published in print: Sep 1994

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Authors

Affiliations

Thomas W. Haster, Associate Member, ASCE
Engr., Freese and Nichols, Inc., 4055 International Plaza, Suite 200, Forth Worth, TX 76109
Wesley P. James, Fellow, ASCE
Vice Pres., EzO Consultants, Inc., P.O. Box 1907, College Station, TX 77841

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