Technical Papers
Jan 30, 2019

Runoff Capture Methods Developed for Stormwater Low-Impact Development Designs

Publication: Journal of Hydrologic Engineering
Volume 24, Issue 4

Abstract

Efforts under stormwater best management practices have led to low-impact development (LID) concepts for innovative stormwater designs. The key issue involved in the revolution of stormwater management from quantity to quality control has been the selection of the design event. Among many innovative approaches, the concept of runoff capture has been widely accepted and evaluated with data analyses and mathematical models. In this paper, both runoff event and volume capture methods are derived using the exponential model and solved for a selected runoff capture rate. Both methods provide identical assessment of the runoff capture rate for a selected basin storage volume. Both methods provide the identical water quality capture volume (WQCV) when the runoff capture rate is set to be the 80th percentile of either rainfall or runoff population. Two design charts, one for the US continent and the other for mainland China, are produced, respectively, using the runoff capture methods. This paper provides examples using long-term continuous rainfall data recorded at the City of Denver, Colorado and the City of Beijing, China to illustrate how to apply the empirical approach, theoretical methods, design charts, and guidance on the selection of storage volumes for stormwater LID designs.

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References

ASCE. 1998. Urban runoff quality management: WEF Manual of Practice No. 23. Alexandria, VA: Water Environment Federation.
Driscoll, E. D., G. E. Palhegyi, E. W. Strecker, and P. E. Shelley. 1989. Analysis of storm events characteristics for selected rainfall gauges throughout the United States. Washington, DC: USEPA.
Guo, J. C. Y. 2010. “Preservation of watershed regime for low impact development using (LID) detention.” J. Eng. Hydrol. 15 (1): 15–19. https://doi.org/10.1061/(ASCE)HE.1943-5584.0000144.
Guo, J. C. Y. 2013. “Green concept in stormwater management.” J. Irrig. Drain. Syst. Eng. 2 (3): 2168–9768. https://doi.org/10.4172/2168-9768.1000114.
Guo, J. C. Y., and W. Hughes. 2001. “Runoff storage volume for infiltration basin.” J. Irrig. Drain. Eng. 127 (3): 170–175. https://doi.org/10.1061/(ASCE)0733-9437(2001)127:3(170).
Guo, J. C. Y., and B. Urbonas. 1996. “Maximized detention volume determined by runoff capture rate.” J. Water Resour. Plann. Manage. 122 (1): 33–39. https://doi.org/10.1061/(ASCE)0733-9496(1996)122:1(33).
Guo, J. C. Y., and B. Urbonas. 2002. “Runoff capture and delivery curves for storm water quality control designs.” J. Water Resour. Plann. Manage. 128 (3): 208–215. https://doi.org/10.1061/(ASCE)0733-9496(2002)128:3(208).
Guo, J. C. Y., and B. Urbonas. 2014. “Volume-based runoff coefficient.” J. Irrig. Drain. Eng. 140 (2): 04013013. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000674.
Guo, J. C. Y., B. Urbonas, and K. MacKenzie. 2014. “Water quality capture volume for LID and BMP designs.” J. Hydrol. Eng. 19 (4): 682–686. https://doi.org/10.1061/(ASCE)HE.1943-5584.0000847.
Li, J. Q., and S. Lin. 2018. Stormwater source control using runoff capture methods in China. Beijing: College of Environmental and Energy Engineering, Beijing Univ. of Civil Engineering and Architecture.
Li, J. Q., W. L. Wang, W. Che, C. Liu, and Y. Zhao. 2015. “Regions and equal-runoff capture volume contours for urban developments.” [In Chinese.] J. China Water Wastewater 31 (8): 6–12.
Rosener, L., B. Urbonas, and J. C. Y. Guo. 1996. “Hydrology for optimal sizing of urban runoff treatment control system.” J. Water Qual. Int. 1: 30–33.
UDFCD (Urban Drainage and Flood Control District). 2010. Urban storm water design criteria manual. Denver: UDCFD.
Urbonas, B., J. Guo, and K. MacKenzie. 2011. “The case for a water quality capture volume for stormwater BMP.” J. Stormwater 12 (7): 16–23.
USEPA. 1986. Methodology for analysis of detention basins for control of urban runoff quality. EPA440/5-87-001. Cincinnati: USEPA.
Wang, W. L., J. Q. Li, W. Che, S. Lin, J.-J. Ma, and T. C. Yang. 2016. “Runoff capture volume- purposes, practices, and problems.” [In Chinese.] J. Water Wastewater Eng. 42 (10): 61–69.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 24Issue 4April 2019

History

Received: Aug 14, 2018
Accepted: Nov 8, 2018
Published online: Jan 30, 2019
Published in print: Apr 1, 2019
Discussion open until: Jun 30, 2019

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Authors

Affiliations

James C. Y. Guo [email protected]
Professor, Dept. of Civil Engineering, Univ. of Colorado Denver, 1200 Larimer St., P.O. Box 173364, Denver, CO 80217 (corresponding author). Email: [email protected]
Professor, Beijing Advanced Innovative Center for Future Urban Design, Beijing Univ. of Civil Engineering and Architecture, No. 1 Zhanlanguan Rd., Xicheng District, Beijing 100044, PR China. Email: [email protected]
Ben Urbonas [email protected]
President, Urban Watersheds Research Institute, 3225 Summer Wind Ln., #2308, Highlands Ranch, CO 80129. Email: [email protected]
Wen Liang Wang [email protected]
Assistant Professor, Beijing Advanced Innovative Center for Future Urban Design, Beijing Univ. of Civil Engineering and Architecture, No. 1 Zhanlanguan Rd., Xicheng District, Beijing 100044, PR China. Email: [email protected]

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