00203944

Component

http://onlinepubs.trb.org...s/hrr/1966/116/116-002.pdf

RESULTS OF MODEL TESTS OF TWO TYPES OF CORRUGATED METAL PIPE INCLUDING FRICTION FACTOR-REYNOLDS NUMBER DIAGRAMS AND MEAN FLOW FORMULAS DEVELOPED FROM VELOCITY DISTRIBUTION DATA ARE REPORTED. CALCULATED MAXIMUM VALUES OF THE FRICTION FACTOR DUE TO THE CORRUGATIONS AND THE BOLT NUTS ON THE CRESTS OF THE STRUCTURAL PLATE CORRUGATIONS FOR VARIOUS SIZES OF EACH TYPE OF PIPE ARE COMPARED WITH THOSE OF SIMILAR PROTOTYPES AS REPORTED BY OTHER INVESTIGATORS. RECOMMENDED DESIGN VALUES OF THE FRICTION FACTOR FOR ANNUAL CORRUGATED PIPES WITH CORRUGATION DEPTH-SPACING RATIOS OF 1'3 AND 1'5.33 ARE RELATED TO DIAMETER, AND SIMPLE EMPIRICAL EQUATIONS DESCRIBING THE RELATIONS ARE DEVELOPED. /AUTHOR/

Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved.

01410071

pp 8-19

1966

Highway Research Record

Digital/other

Figures (14) ; References (8) ; Tables (1)

Bolts; Corrugated pipe culverts; Corrugations (Defects); Design; Diagrams; Equations; Flow; Friction; Hydraulics; Metals; Nuts (Fasteners); Pipe; Reynolds number; Structural materials; Velocity

Design criteria; Model tests

Design; Highways; Hydraulics and Hydrology

TRIS, TRB

Nov 18 1994 12:00AM

• CAMBER DESIGN STUDY FOR CONCRETE PIPE CULVERT
• FIELD VERIFICATION OF RING COMPRESSION CONDUIT DESIGN
• HYDRAULIC DESIGN OF THE FORT CAMPBELL STORM DRAINAGE SYSTEM