Forum
Jan 28, 2020

Limitations of TR-55 Curve Numbers for Urban Development Applications: Critical Review and Potential Strategies for Moving Forward

Publication: Journal of Hydrologic Engineering
Volume 25, Issue 4

Abstract

Forum papers are thought-provoking opinion pieces or essays founded in fact, sometimes containing speculation, on a civil engineering topic of general interest and relevance to the readership of the journal. The views expressed in this Forum article do not necessarily reflect the views of ASCE or the Editorial Board of the journal.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request (i.e., data used to construct Table 1).

Acknowledgments

The authors would like to thank the reviewers from both the NRCS and ASCE for their very helpful and insightful comments.

References

Akan, O., and R. Houghtalen. 2003. Urban hydrology, hydraulics and stormwater quality. Hoboken, NJ: Wiley.
Bartlett, M. S., A. J. Parolari, J. J. McDonnell, and A. Porporato. 2016. “Beyond the SCS-CN method: A theoretical framework for spatially lumped rainfall-runoff response.” Water Resour. Res. 52 (6): 4608–4627. https://doi.org/10.1002/2015WR018439.
Brander, K. E., K. E. Owen, and K. W. Potter. 2004. “Modeled impacts of development type on runoff volume and infiltration performance.” J. Am. Water Resour. Assoc. 40 (4): 961–969. https://doi.org/10.1111/j.1752-1688.2004.tb01059.x.
Cazier, D. J., and R. H. Hawkins. 1984. “Regional application of the curve number method.” In Proc., Specialty Conf., Irrigation and Drainage Division. Reston, VA: ASCE.
Chen, C. L. 1976. Urban storm runoff inlet hydrograph study, soil-cover-moisture complex: Analysis of parametric infiltration models for highway sideslopes. Washington, DC: Federal Highway Administration.
Chow, V. T., D. R. Maidment, and L. W. Mays. 1988. Applied hydrology. New York: McGraw-Hill.
Christianson, R., S. Hutchison, and G. Brown. 2015. “Curve number estimation accuracy on disturbed and undisturbed soils.” J. Hydrol. Eng. 21 (2): 04015059. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001274.
Fennessey, L., A. C. Miller, and J. M. Hamlett. 2001. “Accuracy and precision of NRCS models for small watersheds.” J. Am. Water Resour. Assoc. 37 (4): 899–912. https://doi.org/10.1111/j.1752-1688.2001.tb05521.x.
Gregory, J., P. Dukes, P. Jones, and G. L. Miller. 2006. “Effect of urban soil compaction on infiltration rate.” J. Soil Water Conserv. 61 (3): 117–124.
Hawkins, R. H. 1975. “The importance of accurate curve numbers in the estimation of storm runoff.” Water Resour. Bull. Am. Water Resour. Assoc. 11 (5): 887–890. https://doi.org/10.1111/j.1752-1688.1975.tb01810.x.
Hawkins, R. H. 1993. “Asymptotic determination of runoff curve numbers from data.” J. Irrig. Drain. Eng. 119 (2): 334–345. https://doi.org/10.1061/(ASCE)0733-9437(1993)119:2(334).
Hawkins, R. H., T. J. Ward, D. E. Woodward, and J. A. Van Mullem, eds. 2009. Curve number hydrology: State of the practice. Reston, VA: ASCE.
Jiang, R. 2001. “Investigation of runoff curve number initial abstraction ratio.” M.S. thesis, School of Renewable Natural Resources, Univ. of Arizona.
Kelling, K. A., and A. E. Peterson. 1975. “Urban lawn infiltration rates and fertilizer runoff losses under simulation rainfall.” Proc. Soil Sci. Am. 39 (2): 348–352. https://doi.org/10.2136/sssaj1975.03615995003900020031x.
Legg, A., R. Bannerman, and J. Panuska. 1996. Variation in the relation of rainfall to runoff from residential lawns in Madison, Wisconsin, July and August 1995. Madison, WI: US Dept. of the Interior.
Lim, K. J., S. Engle, S. Muthukrishnan, and J. Harbor. 2006. “Effects of initial abstraction and urbanization on estimated runoff using CN technology.” J. Am. Water Resour. Assoc. 42 (3): 629–643. https://doi.org/10.1111/j.1752-1688.2006.tb04481.x.
Mays, L. 2010. Water resources engineering. Hoboken, NJ: Wiley.
McCuen, R. H. 1998. Hydrologic analysis and design. 2nd ed. Englewood Cliffs, NJ: Prentice Hall.
MDE (Maryland Department of the Environment). 2009. “Maryland stormwater design manual: Chapter 5: Environmental site design (ESD).” Accessed May 23, 2015. http://www.mde.state.md.us/assets/document/Design%20Manual%20Chapter%205%2003%2024%202009.pdf.
Michel, C., A. Vazken, and P. Charles. 2005. “Soil conservation service curve number method: how to mend among soil moisture accounting procedure?” Water Resour. Res. 41 (2): W02011. https://doi.org/10.1029/2004WR003191.
Mishra, S. K., and V. P. Singh. 2004. “Long term hydrologic simulation based on soil conservation service curve number.” Hydrol. Processes 18 (7): 1291–1313. https://doi.org/10.1002/hyp.1344.
Musgrave, G. W. 1955. “How much of the rain enters the soil?” In Water yearbook of agriculture. Washington, DC: US Dept. of Agriculture.
NYDEC (New York State Department of Environmental Conservation). 2010. “New York State stormwater management design manual.” Accessed May 23, 2015. http://www.dec.ny.gov/docs/water_pdf/swdm2010entire.pdf.
OCSCD (Ocean County Soil Conservation District). 2001. “Impact of soil disturbance during construction on bulk density and infiltration in Ocean County, New Jersey.” Accessed August 8, 2008. http://www.ocscd.org/soil.pdf.
Ogden, F., R. Hawkins, T. Walter, and D. Goodrich. 2017. “Comment on ‘beyond the SCS-CN method: A theoretical framework for spatially lumped rainfall-runoff response’ by M.S. Bartlett et al.” Water Resour. Res. 53 (7): 6345–6350. https://doi.org/10.1002/2016WR020176.
Ohio Department of Natural Resources. 2006. “Rainwater and land development: Ohio’s standards for stormwater management land development and urban stream protection.” In Appendix 9: Adjusting hydrologic soil groups for construction. 3rd ed. Columbus, OH: Ohio Dept. of Natural Resources.
Peterson, K., and L. Ormsbee. 2016. “Curve numbers for urban watersheds: A continuing problem and an interim solution.” In Proc., EWRI World Environmental and Water Resources Congress, 22–26. Reston, VA: ASCE.
Pitt, R., R. Harrison, C. Henry, D. Xue, and T. O’Conner. 1999. Infiltration through disturbed urban soils and compost-amended soil effects on runoff quality and quantity. Washington, DC: USEPA.
Ponce, V. M. 1996. “Personal interview with Victor Mockus.” Accessed July 12, 1996. https://www.nrcs.usda/gov/wps/portal/nrcs/detailfull/?cid=stelprdb1044214.
Ponce, V. M., and R. Hawkins. 1996. “Runoff curve numbers: Has it reached maturity?” J. Hydrol. Eng. 1 (1): 11–19. https://doi.org/10.1061/(ASCE)1084-0699(1996)1:1(11).
Shi, W., M. Huang, K. Gongadze, and L. Wu. 2017. “A modified SCS-CN method incorporating storm duration and antecedent soil moisture estimation for runoff prediction.” Water Resour. Manage. 31 (5): 1713–1727. https://doi.org/10.1007/s11269-017-1610-0.
Singh, P. K., S. K. Mishra, R. Berndtsson, M. K. Jain, and R. P. Pandey. 2015. “Development of a modified MSCS-CN model for runoff estimation.” Water Resour. Manage. 29 (11): 4111–4127. https://doi.org/10.1007/s11269-015-1048-1.
Smith, R. E. 1997. “Discussion of ‘Runoff curve number: Has it reached maturity?’ by V.M. Ponce and R.H. Hawkins.” J. Hydrol. Eng. 2 (4): 145–148. https://doi.org/10.1061/(ASCE)1084-0699(1997)2:3(145).
USDA-NRCS (National Resources Conservation Service). 2004. “National engineering handbook, Part 630 hydrology.” In Estimation of direct runoff from storm rainfall. Washington, DC: USDA.
USDA-NRCS (National Resources Conservation Service). 2019. National engineering handbook, Part 630 hydrology. Washington, DC: USDA.
USDA-NRCS (Natural Resources Conservation Service). 1986. “Urban hydrology for small watersheds.” In Technical release 55 (TR-55). Washington, DC: USDA.
USDA-SCS (Soil Conservation Service). 1954. Draft hydrology guide. Washington, DC: USDA.
USDA-SCS (Soil Conservation Service). 1975. “Urban hydrology for small watersheds.” In Technical Release 55 (TR-55). Washington, DC: USDA.
USDA-SCS (Soil Conservation Service). 1964. “Section 4: Hydrology”. Chap. 10 in National engineering handbook. Washington, DC: USDA.
Verma, S., S. Mishra, A. Singh, and P. Singh. 2017. “An enhanced SMA based SCS-CN inspired model for watershed runoff prediction.” Environ. Earth Sci. 76 (21): 736. https://doi.org/10.1007/s12665-017-7062-2.
Woltemade, C. 2010. “Impact of residential soil disturbance on infiltration rate and stormwater runoff.” J. Am. Water Resour. Assoc. 46 (4): 700–711. https://doi.org/10.1111/j.1752-1688.2010.00442.x.
WPWU (Wichita Public Works and Utilities). 2012. “Wichita/Sedgwick County stormwater manual: Chapter 4 hydrologic analysis.” Accessed May 23, 2015. http://www.wichita.gov/Government/Departments/PWU/StandardsStormwater/Volume%202-06,%20Chapter%204%20Errata%202013-11-14.pdf.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 25Issue 4April 2020

History

Received: Jun 17, 2019
Accepted: Sep 16, 2019
Published online: Jan 28, 2020
Published in print: Apr 1, 2020
Discussion open until: Jun 28, 2020

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

P.E.
D.WRE
Director, Kentucky Water Resources Research Institute, Univ. of Kentucky, 504 Rose St., 233 Mining and Minerals Building, Lexington, KY 40506-0405 (corresponding author). ORCID: https://orcid.org/0000-0001-6762-5847. Email: [email protected]
Steven Hoagland, S.M.ASCE [email protected]
Research Assistant, Charles E. Via, Jr., Dept. of Civil and Environmental Engineering, Virginia Tech., 750 Drillfield Dr., 8 Patton Hall, Blacksburg, VA 24061. Email: [email protected]
Kyle Peterson, S.M.ASCE [email protected]
Project Engineer, Stantec, Inc., 3052 Beaumont Centre Circle, Lexington, KY 40513. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share