68. "Friction Factor Test on 24-Inch Helical Corrugated Pipe," <strong>Hydraulic</strong>s Report No. 279, J. Paul Tullis, Utah Water Research Laboratory, Utah State University, Logan, UT, April 1991. 69. "Friction Factor Test on 24 and 48-Inch Spiral Rib Pipe," <strong>Hydraulic</strong>s Report No. 280, J. Paul Tullis, Utah Water Research Laboratory, Utah State University, Logan, UT, April 1991. 70. "Friction Factor Test <strong>of</strong> 36-Inch Concrete Pipe," <strong>Hydraulic</strong>s Report No 281, J. Paul Tullis, Utah Water Research Laboratory, Utah State University, Logan, UT, April 1991. 71. "Friction Factor Test on High Density Polyethylene Pipe," <strong>Hydraulic</strong>s Report No. 208, Steven Barfuss and J. Paul Tullis, Utah Water Research Laboratory, Utah State University, Logan, UT, 1988. 72. "Innovative New Drainage Pipe," J. Paul Tullis, R.K. Watkins, S.L. Barfuss, ASCE Proceedings <strong>of</strong> the International Conference Pipeline <strong>Design</strong> and Installation, March 25-27, 1990. 73. "Manning Friction Coefficient Testing <strong>of</strong> 4-, 10-, 12-, and 15-inch Corrugated Plastic Pipe," <strong>Hydraulic</strong>s Report No. 36, C.G. Clyde, Utah Water Research Laboratory, Utah State University, Logan, UT, 1980. 74. "Test for Friction Factors in 18- and 24-Diameter Corrugated Tubing," U.S. Bureau <strong>of</strong> Reclamation, Engineering and Research Center letter and test results, October 25, 1985. 75. "Flow Characteristics <strong>of</strong> PVC Sewer Pipe," Neale, L.C. and R.E. Price, ASCE Journal <strong>of</strong> the Sanitary Engineering Division, Div. Proc 90SA3, p 109-129, 1964. 76. "<strong>Hydraulic</strong> Characteristics <strong>of</strong> PVC Sewer Pipe in Sanitary Sewers," R.R. Bishop, R.W. Jeppson, Utah State University, Logan, UT, September 1975. 77. "<strong>Highway</strong> Hydrology," R. H. McCuen, P.A. Johnson, and R.M. Ragan, <strong>Hydraulic</strong> <strong>Design</strong> Series No. 2, FHWA-SA-96-067, Office <strong>of</strong> Engineering and Office <strong>of</strong> Technology Applications, FHWA, Washington, D.C. 20590, September 1996. 186
ADDITIONAL REFERENCES (In Alphabetic Order) "A Commentary and Bibliography on The <strong>Hydraulic</strong>s <strong>of</strong> Culvert <strong>Design</strong>, Chapter 4," N. H. Cottman, Australian Road Research Board, 500 Burwood Hwy, Vermont South, Victoria, May 1980. "A Study <strong>of</strong> Detention in Urban Stormwater Management," H.R. Malcom, PB80-220577; UNC- WRRI-80-156; OWRT-B-093-NC(2), North Carolina Water Resources Research Institute, 124 Riddick Bldg., N.C. State University, Raleigh, NC 27650, July 1980. Available from the National Technical Information Service, Springfield, VA 22161. "Approximate Method for Computing Backwater Pr<strong>of</strong>iles in Corrugated Metal Pipes," P.N. Zelensky, FHWA-RD-76-42, Office <strong>of</strong> Research, FHWA, Washington, D.C. 20590, April 1976. "Comparative Study <strong>of</strong> Coatings on Corrugated Metal Culvert Pipe," David K. Curtice and John E. Funnell, Southwest Research Institute Project No. 07-2733, Southwest Research Institute, P.O. Drawer 28510, 8500 Culebra Road, San Antonio, TX 78228, March 15, 1971. "Concrete Pipe <strong>Design</strong> Manual," American Concrete Pipe Association (ACPA), 8320 Old Courthouse Road, Vienna, VA 22180, February, 1985. "Concrete Pipe Handbook," American Concrete Pipe Association (ACPA), 8320 Old Courthouse Road, Vienna, VA 22180, April 1981. "Culvert <strong>Design</strong> Aids: An Application <strong>of</strong> US - BPR Culvert Capacity Charts," Portland Cement Association, Chicago, Illinois, 1962. "Culvert <strong>Design</strong> and Analysis Using a Micro-Computer," A.C. Miller, <strong>Hydraulic</strong>s Branch, Bridge Division, Office <strong>of</strong> Engineering, FHWA, Washington, D.C. 20590, 1985. "<strong>Culverts</strong> - Hydrology and <strong>Hydraulic</strong>s," Gerard P. Lennon, Jerome M. Normann, and Richard N. Weisman, Lehigh University, Bethlehem, PA, June 1982. "Culvert Outlet Protection <strong>Design</strong>: Computer Program Documentation," M.G. Schilling, FHWA- RD-74-501, Wyoming State <strong>Highway</strong> Department, P.O. Box 1708, Cheyenne, WY 82001. Available from the National Technical Information Service, Springfield, VA 22161. "Determining <strong>Design</strong> Flows for <strong>Culverts</strong> and Bridges on Ungauged Streams," John F. Orsborn, TRB/TRR-685; PB-298102/5ST, Transportation Research Board, Washington, D.C., 1978, p. 32. "Drainage Structures for Low-Cost Roads in Desert Areas," T.D. Raikes, Vol. P-208, Planning and Transport Research and Computation (PTRC) Education and Research Services Limited, 110 Strand, London WC2 England, 0143-4446 08650-090-X, July 1981. 187
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Publication No. FHWA-NHI-01-020 Sep
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Acknowledgements This document’s
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TABLE OF CONTENTS (Cont.) III. CULV
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TABLE OF CONTENTS (Cont.) F. Safety
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LIST OF FIGURES (Cont.) Figure III-
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LIST OF TABLES Table 1. Factors Inf
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ELhf ELhi ELho ELht ELO ELsf ELSO E
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GLOSSARY (Cont.) p Wetted perimeter
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B. Overview of Culverts A culvert i
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Figure I-9--Side-tapered inlet Figu
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. Partly Full (Free Surface) Flow.
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Table 1--Factors Influencing Culver
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D. Economics The hydraulic design o
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For gaged sites, statistical analys
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volume of the remaining runoff hydr
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Figure II-4--Flood hydrograph shape
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Figure II-6--Cross section location
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. Culvert Length. Important dimensi
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HYDROLOGY Peak Flow Check Flows Tab
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Figure III-1--Types of inlet contro
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Figure II-2--Flow contractions for
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The flow transition zone between th
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Figure III-6--Culvert with Inlet Su
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Condition III-7-A represents the cl
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Outlet control flow conditions can
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2 2 Vu Vd HW o + = TW + + HL (6) 2g
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This approximate method works best
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Figure III-12--Weir Crest Length De
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Critical depth is used when the tai
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4. Add the culvert flow and the roa
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NOTE: If the nomographs are put int
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Figure III-19--Critical Depth Chart
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(1) If the Manning’s n value give
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Example Problem #1 (SI Units) A cul
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Example Problem #2 (SI Units) A new
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Example Problem #3 (SI Units) Desig
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Example Problem #4 (SI Units) An ex
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CHART 51A Figure III-21--Inlet Cont
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2. Outlet Control. a. Partly Full F
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Backwater Calculations From hydraul
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English Units INLET CONTROL: AD 0.
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A. Introduction IV. TAPERED INLETS
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height by more than 10 percent (1.1
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A slope-tapered inlet has three pos
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The mitered face slope-tapered inle
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La is the approximate length of the
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E. Design Methods Figure IV-9--Tape
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a. Complete Design Data. Fill in th
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H 1 i. For FALL < D/4, use side-tap
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3. Example Problems a. Example Prob
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. Example Problem #1 (English Units
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103
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105
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c. Example Problem #2 (SI Units). F
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Conclusions: A side-tapered inlet a
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111
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G. Circular Pipe Culverts 1. Design
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Double barrel slope-tapered inlets
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117
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. Example Problem #3 (English Units
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121
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A. The Routing Concept V. STORAGE R
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C. Application to Culvert Design Fi
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Figure V-6--Peak Flow Reduction Bas
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I + I + ( 2s / ∆t − O) = ( 2s /
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Table 5--Inflow Hydrograph, Example
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Figure V-10—Culvert Design Form f
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