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Page 68
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2023. Resilient Design with Distributed Rainfall-Runoff Modeling. Washington, DC: The National Academies Press. doi: 10.17226/27051.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2023. Resilient Design with Distributed Rainfall-Runoff Modeling. Washington, DC: The National Academies Press. doi: 10.17226/27051.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2023. Resilient Design with Distributed Rainfall-Runoff Modeling. Washington, DC: The National Academies Press. doi: 10.17226/27051.
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Page 71
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2023. Resilient Design with Distributed Rainfall-Runoff Modeling. Washington, DC: The National Academies Press. doi: 10.17226/27051.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2023. Resilient Design with Distributed Rainfall-Runoff Modeling. Washington, DC: The National Academies Press. doi: 10.17226/27051.
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Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

68 Abbott, M.B., J.C. Bathurst, J.A. Cunge, P.E. O’Connell, and J. Rasmussen, “An Introduction to the European Hydrological System-Systeme Hydrologique Europeen, “SHE,” 2: Structure of a Physically-Based Distributed Modelling System,” Journal of Hydrology, Vol. 87, March 3, 1986, pp. 61–77. ADOT (Arizona Department of Transportation), Highway Drainage Design Manual, Hydrology, 2nd Edition, 2014. AECOM, NCDOT I-6064 Hydrologic and Hydraulic Analysis Interstate 95, Lumberton, NC, 2020. Ahmari, H., et al., Identify and Analyze Inundated Bridge Superstructures in High Velocity Flood Events, Report FHWA/TX-21/0-7068-1, University of Texas at Arlington, December 2021, 213 pp. AHTD (Arkansas State Highway and Transportation Department), Drainage Manual, Hydraulics Section, 1982. ALDOT (Alabama Department of Transportation), Hydraulic Manual, 2018. Anderson, C., D. Claman, and R. Mantilla, Iowa’s Bridge and Highway Climate Change and Extreme Weather Vulner- ability, Iowa State University, Ames, IA, March 2015, 59 pp. Arneson, L.A., L.W. Zevenbergen, P.F. Lagasse, and P.E. Clopper, Evaluating Scour at Bridges: Hydraulic Engineering Circular No. 8, Federal Highway Administration, Fort Collins, CO, April 2012, 340 pp. AQUAVEO, “WMS—The All-in-One Watershed Solution,” Watershed Modeling System, 2022 [Online]. Available: https://www.aquaveo.com/software/wms-watershed-modeling-system-introduction [accessed May 31, 2022]. Asquith, W.H., J.R. Bumgarner, and L.S. Fahlquist, “A Triangular Model of Dimensionless Runoff Producing Rainfall Hyetographs in Texas,” Journal of the American Water Resources Association, 2003, pp. 911–921. Blöschl, G., and M. Sivapalan, “Scale Issues in Hydrological Modelling: A Review,” Hydrological Processes, John Wiley & Sons, Ltd, 1995, pp. 251–259. Brunner, G.W., HEC-RAS River Analysis System, 2D Modeling User’s Manual Version 5.0, U.S. Army Corps of Engineers, Davis, CA, February 2016, 171 pp. Caltrans (California Department of Transportation), Caltrans Climate Change Vulnerability Assessments: District 6, July 2018, 57 pp. Chang, D.S., Guidelines for Drainage Studies and Hydraulic Design, North Carolina Department of Transportation, Raleigh, NC, 2016. Chang, H., et al., Future Flooding Impacts on Transportation Infrastructure and Traffic Patterns Resulting from Climate Change, Report OTREC-RR-11-24, Oregon State University, Portland, OR, November 2011, 44 pp. Chaudhry, M.H., Open-Channel Flow, Springer, New York, 2008, 523 pp. Chow, V.T., D.R. Maidment, and L.W. Mays, Applied Hydrology, McGraw Hill, New York, 1988. COMET, “Basic Hydrologic Science Course Runoff Processes,” Section Five: Runoff Modeling Concepts, The COMET Program, 2006 [Online]. Available: http://www.faculty.luther.edu/∼bernatzr/RainfallRunoff/comet /hydro/basic/Runoff/print_version/print_index2.htm [accessed April 26, 2022]. Cronshey, R., et al., Urban Hydrology for Small Watersheds TR-55, Natural Resources Conservation Service (NRCS), June 1986, 164 pp. CTDOT (Connecticut Department of Transportation), Drainage Manual, 2001. Curran, J.H., N.A. Barth, A.G. Veilleux, and R.T. Ourso, Estimating Flood Magnitude and Frequency at Gaged and Ungaged Sites on Streams in Alaska and Conterminous Basins in Canada, Based on Data Through Water Year 2012, Report 2016–5024, Alaska Department of Transportation and Public Facilities, Alaska Department of Natural Resources, and U.S. Army Corps of Engineers, Reston, VA, March 16, 2016, 58 pp. Dewitz, J., “National Land Cover Database (NLCD) 2016 Products (ver. 2.0, July 2020): U.S. Geological Survey Data Release,” U.S. Geological Survey (USGS), 2019 [Online]. Available: https://doi.org/10.5066/P96HHBIE. Dhakal, N., et al., “Estimation of Runoff Coefficients for Texas Watersheds Using Land-Use and Rainfall-Runoff Data,” Journal of Irrigation and Drainage Engineering, Vol. 138, No. 1, 2012, pp. 43–54. Dhakal, N., X. Fang, W. Asquith, T. Cleveland, and D. Thompson, “Rate-Based Estimation of the Runoff Coefficients for Selected Watersheds in Texas,” Journal of Hydrologic Engineering, Vol. 18, No. 12, 2013a, pp. 1571–1580. References

References 69 Dhakal, N., X. Fang, W. Asquith, T. Cleveland, and D. Thompson, “Return Period Adjustment for Runoff Coeffi- cients Based on Analysis in Undeveloped Texas Watersheds,” Journal of Irrigation and Drainage Engineering, Vol. 139, No. 6, 2013b, pp. 476–482. Dhakal, N., X. Fang, D. Thompson, and T. Cleveland, “Modified Rational Unit Hydrograph Method and Applica- tions,” Water Management (UK), Proceeding of the Institution of Civil Engineers (ICE), February 2014. Dooge, J.C.I., “The Development of Hydrological Concepts in Britain and Ireland Between 1674 and 1874,” Hydrological Sciences Journal, 1974, pp. 279–302. DOT&PF (Alaska Department of Transportation and Public Facilities), Alaska Highway Drainage Manual, 1995. Downer, C.W., and B.E. Johnson, Development and Application of Watershed Models for Simulation and Manage- ment of Nonpoint Source Pollutants, Presentation for the South Florida Hydrologic Society, 2011. 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70 Resilient Design with Distributed Rainfall-Runoff Modeling ITD (Idaho Transportation Department), Bridge Hydraulics Manual, 2021. Ivanov, V.Y., E.R. Vivoni, R.L. Bras, and D. Entekhabi, “Catchment Hydrologic Response with a Fully Distributed Triangulated Irregular Network Model,” Water Resources Research, Vol. 40, 2004, pp. 1–23. Joseph, J.F., and H.O. Sharif, Synthesis of Hydrologic and Hydraulic Impacts: Technical Report, Report FHWA/ TX-12/0-6671-1, Texas Department of Transportation Research and Technology Implementation Office, San Antonio, TX, August 2012, 170 pp. Julien, P.Y., and B. Saghafian, A Two Dimensional Watershed Rainfall-Runoff Model, Report CER90-9PYJ-BS-12, Colorado State University, March 1991, 70 pp. Kilgore, R.T., B.S. Bergendahl, and R.H. Hotchkiss, Culvert Design for Aquatic Organism Passage: Hydraulic Engi- neering Circular Number 26, Report FHWA-HIF-11-008 HEC-26, Kilgore Consulting and Management, Lakewood, CO, October 2010, 234 pp. Kilgore, R.T., G. 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 Resilient Design with Distributed Rainfall-Runoff Modeling
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The increased frequency of extreme rainfall events, inland and coastal flooding, and other water-related stressors poses challenges to roadway infrastructure.

The TRB National Cooperative Highway Research Program's NCHRP Synthesis 602: Resilient Design with Distributed Rainfall-Runoff Modeling documents the practices of state departments of transportation on the use of DRRMs and identifies state DOTs that have adopted DRRMs and the context in which these models are applied.

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