TECHNICAL PAPERS
Mar 1, 1990

Risk‐Cost Design of Pavement Drainage Systems

Publication: Journal of Water Resources Planning and Management
Volume 116, Issue 2

Abstract

A practical method for determining the road surface drainage system design with the theoretical lowest total economic cost (LTEC) is developed. The LTEC method determines the design rain which, when used in a rational‐based design context, will yield the most economic choices of gutters, inlets, and laterals considering both construction costs and risk costs. The method provides an alternative to the use of fixed return period design criteria. Daily rainfall serves as the random variable used in performing the risk analysis. The right‐hand tail of the probability density function for daily rainfall is approximated with a normal curve. A triangular hyetograph of average duration is assumed to be appropriate for representing an individual rainstorm. A nomograph and data selection guide are provided as design aids. Case studies are presented in an appendix. The method, based on minimizing traffic delay costs, applies to freeways, arterials, and major collectors; local streets with low traffic may be excluded.

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References

1.
Corry, M. L., Jones, J. S., and Thompson, P. L. (1981). “The design of encroachments on flood plains using risk analysis.” Hydraulic Engineering Circular No. 17, Federal Highway Administration, Washington, D.C.
2.
15 minute precipitation data: TD‐3269. (1986a). U.S. Department of Commerce, Asheville, N.C.
3.
Hewes, L. I., and Oglesby, C. H. (1963). Highway engineering. John Wiley and Sons, Inc., New York, N.Y.
4.
Hourly precipitation data: TD‐3240. (1986b). U.S. Department of Commerce, Asheville, N.C.
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Johnson, F. L., and Chang, F. F. M. (1984). “Drainage of highway pavements.” Hydraulic Engineering Circular No. 12, Federal Highway Administration, Washington, D.C.
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A manual on user benefit analysis of highway and bus‐transit improvements. (1977). Amer. Association of State Highway and Transp. Officials, Washington, D.C.
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Mays, L. W. (1979). “Optimum design of culverts under uncertainties.” J. Hydr. Div., ASCE, 105(5), 443–460.
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Morales, J. M. (1986). “Analytic procedures for estimating freeway traffic congestion.” Public Roads, 50(2), 55–61.
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Thunderstorm rainfall. (1947). National Weather Service, Vicksburg, Miss.
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Tseng, M. T., Knepp, A. J., and Schmalz. (1974). “Evaluation of flood risk factors in the design of highway stream crossings.” Report No. FHWA‐RD‐75‐54, Federal Highway Administration, Washington, D.C.
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Tung, Y., and Mays, L. W. (1980). “Risk analysis for hydraulic design.” J. Hydr. Div., ASCE, 106(5), 893–913.
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Yen, B. C., and Chow, V. T. (1983). “Local design storm.” Report No. FHWA‐RD‐82‐063, Federal Highway Administration, Washington, D.C.
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Young, G. K., Childrey, M. R., and Trent, R. E. (1974). “Optimal design for highway drainage culverts.” J. Hydr. Div., ASCE, 100(7), 971–993.
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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 116Issue 2March 1990
Pages: 205 - 219

History

Published online: Mar 1, 1990
Published in print: Mar 1990

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Authors

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G. Kenneth Young, Member, ASCE
Pres., GKY and Associates, Inc., 5411‐E Backlick Rd., Springfield, VA 22151
Sharyl E. Walker, Student Member, ASCE
Staff Engr., GKY and Assoc., Inc., 5411‐E Backlick Rd., Springfield, VA

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