Technical Papers
Jun 5, 2017

Modeling Highway Stormwater Runoff and Groundwater Table Variations with SWMM and GSSHA

Publication: Journal of Hydrologic Engineering
Volume 22, Issue 8

Abstract

Hydrologic models are widely used to represent and study water flows in various land uses and environments. This paper presents work done to model stormwater runoff from a highway and forested watershed in Alabama using two models: Gridded Surface/Subsurface Hydrologic Analysis (GSSHA) and Storm Water Management Model (SWMM). Of particular importance in this work is exploring similarities and differences in surface and groundwater modeling results between the two models. SWMM and GSSHA calculated similar precipitation infiltration via the Green-Ampt equation and similar volumes of surface runoff for all events shown here. Comparisons of modeled data to measured streamflow and groundwater table elevation data are made for major storm events in 2013–2014. GSSHA reproduced event streamflow volumes with total sum of absolute residuals (TSAR) error ranges from 4.87 to 0.61  m3/s compared with SWMM flow volume TSAR error ranges from 7.66 to 9.29  m3/s. Both programs performed well in calculating the groundwater table elevation change due to stream bank storage, with sum-square error ranges of 0.0074–0.0206 for GSSHA and 0.0066–0.0249 for SWMM. GSSHA represented spatially varying groundwater table elevations, whereas SWMM calculated the average groundwater table elevation in response to rain events and stream bank storage.

Get full access to this article

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

Acknowledgments

The authors would like to thank the Alabama Department of Transportation (ALDOT) for funding the research presented here, as part of Project 930837R. Additionally, the researchers thank the members of ALDOT, including Wade Henry, for their advice and perspective on highway drainage and design. The findings in this paper reflect the work done by the authors, and do not reflect the views of the funding agency.

References

Amoah, J. K., Amatya, D. M., and Nnaji, S. (2013). “Quantifying watershed surface depression storage: Determination and application in a hydrologic model.” Hydrol. Processes, 27(17), 2401–2413.
ASCE Task Committee on Definition of Criteria for Evaluation of Watershed Models of the Watershed Management Committee, Irrigation and Drainage Division. (1993). “Criteria for evaluation of watershed models.” J. Irrig. Drain Eng., 429–442.
Barco, O. J., Ciaponi, C., and Papiri, S. (2004). “Pollution in storm water runoff. Two cases: An urban catchment and a highway toll gate area.” NOVATECH, 5th Int. Conf. on Sustainable Techniques and Strategies in Urban Water Management, GRAIE, Villeurbanne, France.
Barrett, M., Irish, L. Jr., Malina, J. Jr., and Charbeneau, R. (1998). “Characterization of highway runoff in Austin, Texas, area.” J. Environ. Eng., 131–137.
Butler, C. G. (2015). “Measuring and modeling the impact of roadway runoff on a headwater tributary of the Cahaba River.” Ph.D. thesis, Auburn Univ., Auburn, AL.
Dent, S., Hanna, R. B., and Wright, L. (2004). “Automated calibration using optimization techniques with SWMM RUNOFF.” Innovative modeling of urban stormwater systems, W. James, ed., CHI, Inc., Guelph, ON, Canada, 385–408.
Downer, C., and Ogden, F. (2002). “GSSHA user’s manual, gridded surface subsurface hydrologic analysis version 1.43 for WMS 6.1.”, U.S. Army Corps of Engineers, Engineer Research and Development Center, Vicksburg, MS.
Downer, C., and Ogden, F. (2004). “GSSHA: Model to simulate diverse stream flow producing processes.” J. Hydrol. Eng., 161–174.
Hantush, M. M., Kalin, L., and Govindaraju, R. S. (2011). “Subsurface and surface water flow interactions.” Groundwater quantity and quality management, ASCE, Reston, VA, 295–393.
Hatch, C. E., Fisher, A. T., Ruehl, C. R., and Stemler, G. (2010). “Spatial and temporal variations in streambed hydraulic conductivity quantified with time-series thermal methods.” J. Hydrol., 389(3), 276–288.
James, W., Rossman, L., and James, R. (2016). “User’s guide to SWMM 5.” Publication R242, CHI Press, Guelph, ON, Canada.
Jones, J. A., Swanson, F. J., Wemple, B. C., and Snyder, K. U. (2000). “Effects of roads on hydrology, geomorphology, and disturbance patches in stream networks.” Conserv. Biol., 14(1), 76–85.
Kahklen, K., and Moll, J. (1999). Measuring effects of roads on groundwater: Five case studies, U.S. Dept. of Agriculture Forest Service, San Dimas Technology and Development Center, San Dimas, CA.
Kalin, L., and Hantush, M. M. (2006). “Hydrologic modeling of an eastern Pennsylvania watershed with NEXRAD and rain gauge data.” J. Hydrol. Eng., 555–569.
Liong, S. Y., Chan, W. T., and Lum, L. H. (1991). “Knowledge-based system for SWMM runoff component calibration.” J. Water Resour. Plann. Manage., 117(5), 507–524.
McDonald, M. G., and Harbaugh, A. W. (1988). “A modular three-dimensional finite-difference ground-water flow model.” Techniques of water-resources investigations of the United States Geological Survey, U.S. Government Publishing Office, Washington, DC.
Mein, R. G., and Larson, C. L. (1973). “Modeling infiltration during a steady rain.” Water Resour. Res., 92, 384–394.
Moore, M., Butler, C., and Vasconcelos, J. (2015). Assessing the impacts of stormwater runoff from I-59 to a headwater stream in central Alabama, CHI, Inc., Guelph, ON, Canada.
Moynihan, K. P., and Vasconcelos, J. G. (2014). SWMM modeling of a rural watershed in the lower coastal plains of the United States, CHI, Inc., Guelph, ON, Canada.
Negishi, J. N., Sidle, R. C., Ziegler, A. D., Noguchi, S., and Rahim, N. A. (2008). “Contribution of intercepted subsurface flow to road runoff and sediment transport in a logging-disturbed tropical catchment.” Earth Surf. Processes Landforms, 33(8), 1174–1191.
Reed, S., et al. (2004). “Overall distributed model intercomparison project results.” J. Hydrol., 298(1), 27–60.
Seibert, J., and McDonnell, J. J. (2002). “On the dialog between experimentalist and modeler in catchment hydrology: Use of soft data for multicriteria model calibration.” Water Resour. Res., 38(11), 23-1–23-14.
Sharif, H., Chintalapudi, S., Hassan, A., Xie, H., and Zeitler, J. (2013). “Physically based hydrological modeling of the 2002 floods in San Antonio, Texas.” J. Hydrol. Eng., 228–236.
SSURGO (Soil Survey Geographic) Database. (2016). “Soil survey staff, natural resources conservation service, United states department of agriculture.” ⟨https://sdmdataaccess.sc.egov.usda.gov⟩ (Aug. 25, 2016).
State Climate Office of North Carolina. (2016). “CRONOS database.” ⟨http://climate.ncsu.edu/cronos/⟩ (Feb. 2, 2016).
Strecker, E., et al. (2014). “Volume reduction of highway runoff in urban areas.”, NCHRP Project, Transportation Research Board, Washington, DC.
Thomson, N. R., McBean, E. A., Mostrenko, I. B., and Snodgrass, W. J. (1994). “Characterization of stormwater runoff from highways.” Current practices in modelling the management of stormwater impacts, CRC Press, Boca Raton, FL, 141–157.
Trescott, P. C., and Larson, S. P. (1976). “Documentation of finite-difference model for simulation of three-dimensional ground-water flow.”, U.S. Geological Survey, Reston, VA.
Trimble Report. (2013). “Wolf Bay watershed study.” Baldwin County Commission and Highway Dept., Bay Minette, AL.
Tsihrintzis, V. A., and Hamid, R. (1998). “Runoff quality prediction from small urban catchments using SWMM.” Hydrol. Processes, 12(2), 311–329.
USGS. (2017). “The national map.” ⟨https://viewer.nationalmap.gov/basic/#productGroupSearch⟩ (May 1, 2017).
Wang, X., Liu, T., Yang, D., Qu, Z., Clary, C., and Wunneburger, C. (2011). “Simulating hydrologic effects of raised roads within a low-relief watershed.” J. Hydrol. Eng., 585–597.
Watts, R. D., Compton, R. W., McCammon, J. H., Rich, C. L., and Wright, S. M. (2005). Distance to the nearest road in the conterminous United States. Fact sheet 2005–3011, USGS, Fort Collins, CO.
Woolhiser, D. A., Smith, R. E., and Goodrich, D. C. (1990). KINEROS, a kinematic runoff and erosion model: Documentation and user manual, U.S. Dept. of Agriculture, Agricultural Research Service, Washington, DC.
Zhang, L., et al. (2016). “Comparison of SWAT and DLBRM for hydrological modeling of a mountainous watershed in arid northwest China.” J. Hydrol. Eng., 04016007.
Zhang, Y., and Shuster, W. (2014). “The comparative accuracy of two hydrologic models in simulating warm- season runoff for two small, hillslope catchments.” J. Am. Water Resour. Assoc., 50(2), 434–447.
Zoppou, C. (2001). “Review of urban storm water models.” Environ. Model. Software, 16(3), 195–231.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 22Issue 8August 2017

History

Received: Sep 20, 2016
Accepted: Mar 2, 2017
Published online: Jun 5, 2017
Published in print: Aug 1, 2017
Discussion open until: Nov 5, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Mitchell F. Moore [email protected]
Graduate Research Assistant, Dept. of Civil Engineering, 238 Harbert Engineering Center, Auburn Univ., Auburn, AL 36849 (corresponding author). E-mail: [email protected]
Jose G. Vasconcelos, M.ASCE [email protected]
Associate Professor, Dept. of Civil Engineering, 238 Harbert Engineering Center, Auburn Univ., Auburn, AL 36849. E-mail: [email protected]
Wesley C. Zech [email protected]
Brasfield and Gorrie Professor of Construction Engineering and Management, Dept. of Civil Engineer, 238 Harbert Engineering Center, Auburn Univ., Auburn, AL 36849. E-mail: [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