Technical Papers
Jul 25, 2023

A New Method for Estimating Water-Quality Flows

Publication: Journal of Sustainable Water in the Built Environment
Volume 9, Issue 4

Abstract

Water-quality flow (WQF) is used as the basis for designing some stormwater control measures. The conventional method for determining the WQF incorporates several assumptions that do not reflect reality. A method is presented for determining the WQF that does not require the main limiting assumptions. Specifically, the proposed method utilizes measured durations of the water-quality rainfall, local rainfall statistics, and representative infiltration characteristics of the catchment. The proposed method is demonstrated at two locations in south Florida. Defining the 90-percentile rainfall depth as the water-quality rainfall (WQR), the results show the WQR to be in the range of 3.4–3.9 cm, with corresponding average event durations in the range of 9.4–9.7 h. Most importantly, the results show that the actual WQF can be substantially greater than the WQF calculated using the conventional method, with correction factors in the range of 1.9–9.6 for a range of practical conditions.

Practical Applications

Some stormwater control measures (SCMs) such as biofiltration swales and vegetated filter strips are designed based on WQFs. The conventional method of determining the WQF includes certain assumptions that result in an underestimation of the WQF, and hence an underdesign of SCMs. The proposed method for determining the WQF does not require the limiting assumptions while maintaining the underlying physics of the runoff process. Utilization of the proposed method for calculating design WQFs should lead to more effective water-quality control by SCMs.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request. The available data are the rainfall records.

References

Asquith, W., M. Roussel, T. Cleveland, X. Fang, and D. Thompson. 2006. Statistical characteristics of storm interevent time, depth, and duration for Eastern New Mexico, Oklahoma, and Texas. Washington, DC: USGS.
Chin, D. 2019. “Relative performance of intensity-duration-frequency functions.” J. Hydrol. Eng. 24 (4): 04019006. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001767.
Chin, D. 2020. “Updated canonical rainfall distributions in the United States” J. Irrig. Drain. Eng. 146 (12): 06020012. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001519.
Chin, D. 2021a. “Deficiencies in the curve number method.” J. Irrig. Drain. Eng. 147 (5): 04021008. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001552.
Chin, D. 2021b. Water-resources engineering. Upper Saddle River, NJ: Pearson.
Chin, D. 2022. “Essential considerations in applying the curve-number method.” J. Irrig. Drain. Eng. 148 (2): 04021071. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001649.
Chin, D., and E. Ross. 2018. “Canonical rainfall distributions in the United States.” J. Irrig. Drain. Eng. 144 (11): 04018031. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001350.
Claytor, R., and T. Schueler. 1996. Design of stormwater filtering systems. Silver Spring, MD: Center for Watershed Protection.
Connecticut Department of Energy and Environmental Protection. 2004. “2004 Connecticut stormwater quality manual.” Accessed February 20, 2023. https://portal.ct.gov/DEEP/Water-Regulating-and-Discharges/Stormwater/Stormwater-Manual.
Horton, R. 1940. “An approach to the physical interpretation of infiltration capacity.” Soil Sci. Soc. Am. J. 5 (Jan): 399–417. https://doi.org/10.2136/sssaj1941.036159950005000C0075x.
Lin, S., and W. Perkins. 1989. Review of pre-development runoff analysis methods, Volume I. West Palm Beach, FL: South Florida Water Management District.
NOAA (National Oceanic and Atmospheric Administration). 2023a. “Hydrometeorological design studies center, precipitation frequency data server (PFDS).” Accessed February 1, 2023. https://hdsc.nws.noaa.gov/hdsc/pfds/.
NOAA (National Oceanic and Atmospheric Administration). 2023b. NOAA ATLAS 15: Update to the national precipitation frequency standard. Washington, DC: NOAA.
NRCS (Natural Resources Conservation Service). 1986. Urban hydrology for small watersheds, TR-55. Washington, DC: USDA.
NRCS (Natural Resources Conservation Service). 2007. “NRCS national engineering handbook, Part 630: Hydrology.” Chap. 16 in Hydrographs. Washington, DC: USDA.
NRCS (Natural Resources Conservation Service). 2019. “NRCS national engineering handbook, Part 630: Hydrology.” Chap. 4 in Storm rainfall depth and distribution. Washington, DC: USDA.
Ohio Environmental Protection Agency. 2023. Chap. 2 in Rainwater and land development. Columbus, OH: Division of Surface Water.
Philip, J. 1954. “An infiltration equation with physical significance.” Soil Sci. 77 (7): 153–158. https://doi.org/10.1097/00010694-195402000-00009.
Pitt, R., J. Lantrip, R. Harrison, C. Henry, and D. Xue. 1999. Infiltration through disturbed urban soils and compost-amended soil effects on runoff quality and quantity. Washington, DC: USEPA.
Shrestha, S., X. Fang, and W. Zech. 2014. “What should be the 95th percentile rainfall event depths?” J. Irrig. Drain. Eng. 140 (1): 06013002. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000658.
USEPA. 1986. Methodology for analysis of detention basins for control of urban runoff quality. Washington, DC: USEPA.
USEPA. 2009. Technical guidance on implementing the stormwater runoff requirements for federal projects under Section 438 of the Energy Independence and Security Act. Washington, DC: USEPA.

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Published In

Go to Journal of Sustainable Water in the Built Environment
Journal of Sustainable Water in the Built Environment
Volume 9Issue 4November 2023

History

Received: Feb 22, 2023
Accepted: Jul 5, 2023
Published online: Jul 25, 2023
Published in print: Nov 1, 2023
Discussion open until: Dec 25, 2023

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Professor of Civil and Environmental Engineering, Dept. of Chemical, Environmental, and Materials Engineering, Univ. of Miami, Coral Gables, FL 33146. ORCID: https://orcid.org/0000-0003-4530-5484. Email: [email protected]

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