Runoff Characteristics for Construction Site Erosion Control Practices
Publication: Journal of Irrigation and Drainage Engineering
Volume 136, Issue 6
Abstract
Controlling soil erosion during and after construction is a major concern due to the impacts of sediment on stream water quality, and many studies have focused on the effectiveness of erosion control best management practices (BMPs) to prevent erosion. However, their ability to reduce runoff volume and peak discharge is not commonly studied or integrated into storm water designs due to lack of data and design guidelines. This study investigated runoff characteristics (total runoff, peak flow rate, curve number, and rational method runoff coefficient) from bare compacted soil conditions with and without erosion control BMPs, with an emphasis on compost erosion control blankets (CECBs), at three different slope (2H:1V, 3H:1V, and 4H:1V). Experiments were performed in the San Diego State University, Soil Erosion Research Laboratory on a 3-m by 10-m indoor titling soil bed using simulated rainfall based on conditions specified in ASTM D-6459. Eleven erosion control BMPs were evaluated at a slope of 2H:1V, three at 3H:1V, and three at 4H:1V. The variations in slope were used to assess the effects of slope and CECB thickness on runoff. The results from this study provide new insight regarding the runoff characteristics from bare soil and erosion control BMPs that can be used to improve construction-site storm water design. The results show that 2.5- and 5.0-cm-thick CECBs on top of netting or an excelsior fiber blanket provided a significant reduction in runoff relative to the bare soil and the other BMPs (e.g., 1.3-cm CECBs, other blankets) due to water storage within the CECB, the mass of the CECB providing a strong bond between the soil surface and the bottom of the blanket reducing the potential for flowing water from coming in contact with the soil surface, and the netting/blanket under the CECB providing additional friction that helps keep the CECB from sliding down slope. The results show that slope impacts on runoff are minimal but that as CECB thickness increases runoff was reduced due to the added storage within the blanket. The results from this study can be used to aid in the selection of CECB thickness and to assess the effects of CECBs on runoff for more efficient cost effective storm water designs.
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Acknowledgments
The writers would like to acknowledge the Soil Erosion Research Laboratory student research assistants Michael Ndemo, Joe Fontana, Derek McDonald, and Brian Weise for all their hard work and help in preparing and carrying out the experiments and Joe McCormick for donating materials and services.
References
ASTM. (2006). “Standard test method for determination of erosion control blanket (ECB) performance in protecting hillslopes from rainfall induced erosion.” D-6459-99, West Conshohocken, Pa.
Beighley, R. E., and Valdes, J. R. (2009). “Slope interrupter BMP experiments on a tilting soil bed with simulated rainfall, J. Irrig. Drain. Eng., 135(4), 480–486.
Faucette, L. B., Jordan, C. F., Risse, L. M., Cabrera, M., Coleman, D. C., and West, L. T. (2005). “Evaluation of storm water from compost and conventional erosion control practices in construction activities.” J. Soil Water Conservat., 60(6), 288–297.
Faucette, L. B., Scholl, B., Beighley, R. E., and Governo, J. (2009). “Large scale performance and design for construction activity erosion control best management practices.” J. Environ. Qual., 38, 1248–1254.
Foster, G. B., Neibling, W. H., and Nattermann, R. A. (1982). “A programmable rainfall simulator.” Rep No. 82-2570, American Society of Agricultural Engineering, St. Joseph, Mich.
McCuen, R. H. (1998). Hydrologic design and analysis, Prentice-Hall, Upper Saddle River, N.J.
Meyer, L. D. (1994). “Rainfall simulators for soil erosion research.” Soil erosion research methods, R. Lal, ed., Soil and Water Conservation Society, Ankeny, Iowa, 83–103.
Neibling, W. H., Foster, G. R., Nattermann, R. A., Nowlin, J. D., and Holbert, P. V. (1981). “Laboratory and field testing of a programmable plot-sized rainfall simulator.” Proc. Florence Symp., Erosion and Sediment Transport Measurement, International Association of Hydrological Sciences (IAHS), Wallingford, U.K.
Persyn, R. T., Glanville, T., Richard, J. L., and Dixon, P. (2004). “Environmental effects to applying composted organics to new highway embankments. Part 1: Interrill runoff and erosion.” Trans. ASAE, 47(2), 463–469.
Soil Conservation Service (SCS). (1973). A method for estimating volume and rate of runoff in small watersheds, TP-149, USDA, Washington, D.C.
Soil Conservation Service (SCS). (1986). “Urban hydrology for small watersheds.” Technical Release 55, USDA, Natural Resources Conservation Service, Washington, D.C.
United States Department of Agriculture (USDA). (1979). “Field manual for research in agricultural hydrology.” USDA Agricultural Handbook No. 224, USDA, Science and Education Administration, Washington, D.C.
United States Environmental Protection Agency (U.S. EPA). (2006). “Compost blanket: Construction site storm water runoff control.” National menu of best management practices for construction sites national pollution discharge elimination system phase II, U.S. EPA, Washington, D.C. http://cfpub.epa.gov/npdes/stormwater/menuofbmps/index.cfm (Jan. 2009).
Venables, W. N., and Ripley, B. D. (2002). Modern applied statistics with S, 4th Ed., Springer, New York, 107–110.
Information & Authors
Information
Published In
Journal of Irrigation and Drainage Engineering
Volume 136 • Issue 6 • June 2010
Pages: 405 - 413
Copyright
© 2010 ASCE.
History
Received: Jan 14, 2009
Accepted: Nov 17, 2009
Published online: Nov 19, 2009
Published in print: Jun 2010
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