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Resistance coefficients for structural plate corrugated pipe
Model investigations to determine resistance coefficients for structural plate pipe with corrugations 2 in. deep by 6 in. crest to crest were conducted in models simulating 5-, 10-, and 20-ft-diam structural plate pipes; hydraulic gradients, velocity distributions, and static pressure measurements across diameter were obtained for range of Reynolds numbers which essentially covers that encountered in culvert design; data were used to develop mean flow equation which permits determination of resistance coefficient due to corrugations for all sizes of pipe; analysis was made to determine increment of resistance attributable to bolts used in assembly of this type of pipe.
Resistance coefficients for structural plate corrugated pipe
Model investigations to determine resistance coefficients for structural plate pipe with corrugations 2 in. deep by 6 in. crest to crest were conducted in models simulating 5-, 10-, and 20-ft-diam structural plate pipes; hydraulic gradients, velocity distributions, and static pressure measurements across diameter were obtained for range of Reynolds numbers which essentially covers that encountered in culvert design; data were used to develop mean flow equation which permits determination of resistance coefficient due to corrugations for all sizes of pipe; analysis was made to determine increment of resistance attributable to bolts used in assembly of this type of pipe.
Resistance coefficients for structural plate corrugated pipe
U S Waterways Experiment Station -- Tech Report
Grace, Jr., J.L. (author)
1966
123 pages
Report
English
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