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Hydraulic Loss Coefficients for Culverts (2012)

Chapter: References

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Page 79
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2012. Hydraulic Loss Coefficients for Culverts. Washington, DC: The National Academies Press. doi: 10.17226/22673.
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Page 79
Page 80
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2012. Hydraulic Loss Coefficients for Culverts. Washington, DC: The National Academies Press. doi: 10.17226/22673.
×
Page 80

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79 Allen, T. G., The Behavior of Manning’s n in Channels of Uniform and Composite Roughness. Dissertation, Utah State University, Logan, UT (2012). Anderson, D. S., Inlet Loss Coefficients and Inlet Control Head-Discharge Relationships for Buried-Invert Culverts and Slip-Lined Culverts. Thesis, Utah State University, Logan, UT (2006) 113 pp. Anderson D. S. and B. P. Tullis, “Experimentally Determined Inlet Loss Coefficients for Buried-Invert, Circular Culverts.” Proc. ASCE-EWRI Omaha, May 2006. Ballinger, C. A., and P. G. Drake, Culvert Repair Practices Manual: Vol- ume I, Rep. No. FHWA-RD-94-096. Federal Highway Administra- tion, McLean, VA (1995a) 265 pp. Ballinger, C. A., and P. G. Drake, Culvert Repair Practices Manual: Vol- ume II, Rep. No. FHWA-RD-95-089. Federal Highway Administra- tion (FHWA), McLean, VA (1995b) 354 pp. Bates, K., B. Barnard, B. Heiner, J. P. Klavas, and P. D. Powers, Design of Road Culverts for Fish Passage. Washington Department of Fish and Wildlife, Olympia, WA (2003) 111 pp. Bathurst, J. C., R. M. Li, and D. B. Simons, “Resistance Equation for Large Scale Roughness.” J. Hydr. Div., Vol. 107(HY12) (1981) pp. 1593–1613. Bathurst, J. C., “At-a-Site Variation and Minimum Flow Resistance for Rivers.” J. Hydr. Div., Vol. 269 (2002) pp. 11–26. Bazin, H., “Recherches Experimentales sur l’ecoulement de l’eau dans les canaux decouverts.” Memoires presentes par divers savants a l’ Academie des sciences, Vol 19 (1865) pp. 1-494. Blaisdell, F. W., “Hydraulic Efficiency in Culvert Design.” J. of the Highway Division (ASCE), Vol. 92(HW1) (1966) pp. 11–23. Blench, T., “A New Theory of Turbulent Flow in Liquids of Small Viscosity.” J. Inst. of Civil Eng., Vol. 11, No. 6 (1939) pp. 611–612. Bray, D. I., “Estimating Average Velocity in Gravel-Bed Rivers.” Proc. Am. Soc. Civ. Engrs, J. Hydraul. Div., Vol. 105 (HY9) (1979) pp. 1103–1122. Brunner, G., HEC-RAS, River Analysis System Hydraulic Reference Manual. U.S. Army Corps of Eng, Davis, CA (2002) 411 pp. Charbeneau R. J., A. D. Henderson, and L. C. Sherman, “Hydraulic Performance Curves for Highway Culverts.” J. of Hydraulic Engi- neering, Vol. 132, No. 5 (2006) pp. 474–481. Charbeneau R. J., A. D. Henderson, R. C. Murdock, and L. C. Sherman, Hydraulics of Channel Expansions Leading to Low-Head Culverts. Center for Transportation Research, University of Texas at Austin, Austin, TX (2002) 114 pp. Chow, V. T., Open-Channel Hydraulics. McGraw-Hill, New York (1959) 680 pp. Christensen, B. A., “Replacing Hydraulic Radius in Manning’s For- mula in Open Channel.” In Channel Flow Resistance: Centennial of Manning’s Formula, B. C. Yen, ed., Water Resources Publications, Littleton, CO (1992) 271–286 pp. Colebatch, G. T., “Model Tests on the Lawrence Canal Roughness Coefficients.” J. Inst. Civil Eng. (Australia), Vol. 13, No. 2 (1941) pp. 27–32. Colebrook, F., “Turbulent Flow in Pipes with Particular Reference to the Transition Region between the Smooth and Rough Pipe Laws.” J. Inst. Civ. Eng., Vol. 11 (1939) pp. 133–156. Cox, R. G., Effective Hydraulic Roughness for Channels Having Bed Roughness Different from Bank Roughness, Misc. Paper H-73-2. U.S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, MS (1973) 64 pp. Crowe, C. T., D. F. Elger, and J. A. Roberson, Engineering Fluid Mechanics, 7th ed. Wiley, New York (2001) 768 pp. Flammer, G. H., R. W. Jeppson, and H. F. Keedy, Fundamental Principles and Applications of Fluid Mechanics. Utah State University, Logan, UT, Nashville, Tennessee: Vanderbilt University, Nashville, TN (1986) 356 pp. Flintham, T. P., and Carling, P. A., “Manning’s n of Composite Roughness in Channels of Simple Cross Section.” In Channel Flow Resistance: Centennial of Manning’s formula, B. C. Yen, ed., Water Resource Publications, Highlands Ranch, CO (1992) pp. 328–341. Formica, G., “Experienze preliminari sulle predite de carico nei canale dovute a cambiamento di sezione.” L’Energia Elettrica, Milan, Vol. 32, No. 7 (1955) pp.554–567. French, J. L., First Progress Report on Hydraulics of Culverts: Hydraulic Characteristics of Commonly Used Pipe Entrances, NBS Report 4444. National Bureau of Standards,Washington, D.C. (1955) 74 pp. French, J. L., Second Progress Report on Hydraulics of Culverts: Pres- sure and Resistance Characteristics of a Model Pipe Culvert, NBS Report 4911. National Bureau of Standards, Washington, D.C. (1956) 35 pp. French, J. L., Third Progress Report on Hydraulics of Culverts: Effects of Approach Channel Characteristics on Model Pipe Culvert Operation, NBS Report 5306. National Bureau of Standards, Washington, D.C. (1957). French, J. L., Fourth Progress Report on Hydraulics of Culverts: Hydrau- lics of Improved Inlet Structures for Pipe Culverts, NBS Report 7178. National Bureau of Standards, Washington, D.C. (1961) 132 pp. French, J. L., Fifth Progress Report on Hydraulics of Culverts: Non-Enlarged Box Culvert Inlets, NBS Report 9327. National Bureau of Standards, Washington, D.C. (1966a). French, J. L., Sixth Progress Report on Hydraulics of Culverts: Tapered Box Culvert Inlets, NBS Report 9355. National Bureau of Standards, Washington, D.C. (1966b). References

80 French, J. L., Seventh Progress Report on Hydraulics of Culverts: Tapered Box Inlets with Fall Concentration in the Inlet Structure, NBS Report 9355. National Bureau of Standards, Washington, D.C. (1967). Griffiths, G. A., “Flow Resistance in Coarse Gravel Bed Rivers” Proc. Am. Soc. Civ. Engrs, J. Hydraul. Div., Vol. 107 (HY7) (1981) pp. 899–918. Haderlie, G. M., Inlet Control Hydraulics for Multiple Circular Culverts. Thesis, Utah State University, Logan, UT (2007) 137 pp. Haderlie, G. M. and B. P. Tullis, “Multi-Barrel Culvert Hydraulics Under Inlet Control.” J. Irrig. Drain. Eng., Vol. 134, No. 4 (2008), pp. 507–514. Henderson, F. M., Open Channel Flow. Macmillan, New York (1966) 522 pp. Hinds, J., “The Hydraulic Design of Flume and Siphon Transitions.” Transactions, ASCE, Vol. 92 (1928) p. 1423. Horton, R. E., “Separate Roughness Coefficients for Channel Bottom and Sides.” Engineering New-Record, Vol. 111, No. 22, (1933) pp. 652–653. Jarret, R. D. 1984. “Hydraulics of High Gradient Streams.” J. Hydr. Eng. Div., Vol. 101, No. 11 (1984) pp. 1519–1593. Johnson, P. A., and E. R. Brown, “Stream Assessment for Multicell Culvert Use.” J. of Hydraulic Engineering, Vol. 126, No. 5 (2000) pp. 381–386. Jones, J. S., K. Kerenyi, and S. Stein, Effects of Inlet Geometry on Hydraulic Performance of Box Culverts, Publication No. FHWA-HRT-06-138. Federal Highway Administration, Washington, D.C. (2006) 158 pp. Jordan, M. C., and R. F. Carlson, Design of Depressed Invert Culverts. Water Research Center, University of Alaska, Fairbanks, AK (1987) 64 pp. Komora, J., “Hydraulic Resistance to Flow in Channels.” 15th Congress of IAHR, Istanbul, Proceedings Vol. 1 (1973) pp. 195–202. Korr, M. H., and L. A. Clayton, Model Studies of Inlet Designs for Pipe Culverts on Steep Grades, Bulletin No. 35. Engineering Experiment Station, Oregon State College, Corvallis, OR (1954) 39 pp. Limerinos, J. T., “Determination of the Manning Coefficient from Measured Bed Roughness in Natural Channels,” U.S. Geological Survey Water Supply Paper, 1898-B:47 (1970) 78 pp. Lotter, G. K., “Soobrazheniia k Gidravlicheskomu Raschetu Rusel s Razli- chnoi Sherokhovatostiiu Stenok.” (Considerations on Hydraulic Design of Channels with Different Roughness of Walls.), Izvestiia Vsesohuznogo nauchno-Issledovatel’skogo Instituta Gidrotechniki (Trans. All-Union Sci. Res. Inst. Hydraulic Eng.), Leningrad, Vol. 9 (1933) pp. 238–241. Maine Department of Transportation, Fish Passage Policy and Design Guide. Augusta, ME (2004) 84 pp. Manning, R., “On the Flow of Water in Open Channels and Pipes.” Trans. Inst. Civil Eng., Vol. 20 (1889) pp. 161–207. Mathaei, H. and S. Lewin, Ensanches bruscos y paulatinos en canales. Thesis, Univ. of Chile (1932). Montes, S., Hydraulics of Open Channel Flow. ASCE Press, Reston, VA (1998) 697 pp. Morris, H. M., “A New Concept of Flow in Rough Conduits.” Transactions, American Society of Civil Engineers, Vol. 120 (1955) pp. 373–398. Nikuradse, J., “Strömungsgesetze in rauhen Rohren.” VDI-Forschungsh., No. 361 (1933). Normann, J. M., R. J. Houghtalen, and W. J. Johnston, Hydraulic Design Series Number 5 (HDS-5), Hydraulic Design of Highway Culverts. Federal Highway Administration (FHWA), Washington, D.C. (2001) 254 pp. Pavlovskii, N. N., “K Voporosu o Raschetnoi dlia Ravnomernogo Dvi- zheniia v Vodotokahk s Neodnorodnymi Stenkami.” (On a Design Formula for Uniform Flow in Channels with Nonhomogeneous Walls.) Izvestiia Vsesoiuznogo Nauchno-Issledovatel’skogo Instituta Gidrotekhniki (Trans. All-Union Sci. Res. Inst. Hydraulic Eng.), Leningrad, Vol. 3 (1931) pp. 157–164. Pillai, C. R. S., “Composite Rugosity Coefficient in Open Channel Flow.” Irrigation and Power, J. Central Board of Irrigation and Power, New Delhi, India, Vol. 19, No. 3 (1962) pp. 174–189. Plastics Pipe Institute, “Chapter 11—Pipeline Rehabilitation by Slip- lining with Polyethylene Pipe.” In Handbook of PE Pipe, The Society of the Plastics Industry, Inc., Washington, D.C. (1993) pp. 389–412. Robinson, R. C. and B. P. Tullis, “Quantifying Culvert Exit Loss.” Proc. Transportation Research Board Conference, Washington D.C., Jan. 2005. Robinson, S. C., Hydraulic Characteristics of a Buried Invert Elliptical Culvert Inlet and Quantification of Culvert Exit Loss. MS Thesis, Utah State University (2005) 73 pp. Rouse, J. and Ince, S., History of Hydraulics. Iowa Institute of Hydraulic Research, University of Iowa (1957). Schiller, R. E., “Tests on Circular-Pipe Culvert Inlets.” Highway Research Board Bulletin 126, Washington, D. C. (1956) pp. 11–23. Streeter, V. L. and E. B. Wylie, Fluid Mechanics, 7th ed. McGraw-Hill Book Company, New York (1979) 562 pp. Thompson, P. L. and R. T. 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P., Hydraulics of Pipelines: Pumps, Valves, Cavitation, Transients. John Wiley and Sons, New York (1989) 288 pp. Ugarte, A. and M. Madrid, “Roughness Coefficient in Mountain Rivers.” ASCE Proc. Hydr. Engrg. (1994) pp. 652–656. Vennard, J. K., Elementary Fluid Mechanics. Wiley, New York (1940) 368 pp. Wargo, R. S. and R. N. Weisman, “A Comparison of Single-Cell and Multicell Culverts for Stream Crossings.” J. of the American Water Resour. Assoc., Vol. 42, No. 4 (2006) pp. 989–995. Yen, B. C., “Open Channel Flow Resistance.” Journal of Hydraulic Engi- neering, Vol. 128 (2002) pp. 20–37. Yen, B. C., “On Establishing Uniform Channel Flow with Tail Gate.” Water & Maritime Engineering, Vol. 156, Issue WM3 (2003) pp. 281–283.

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TRB’s National Cooperative Highway Research Program (NCHRP) Report 734: Hydraulic Loss Coefficients for Culverts explores culvert designs that maintain natural velocities and minimize turbulence to allow migratory species to pass through the culvert barrel.

The report describes the refinement of existing hydraulic relationships and the development of new ones for analysis and design of culverts for conventional and nontraditional, environmentally sensitive installations.

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