TABLES FOR THE HYDRAULIC DESIGN OF STORM-DRAINS, SEWERS AND PIPE-LINES. SECOND EDITION (METRIC UNITS)

THE REPORT CONTAINS TABLES OF DISCHARGES AND VELOCITIES IN PIPES OVER THE FOLLOWING RANGES OF DIAMETERS, HYDRAULIC RADIENTS AND ROUGHNESSES:- 6 INCH TO 96 INCH (152 MM TO 2.44 M); GRADIENTS - 0.0001 TO 0.1 (1 IN 10,000 TO 1 IN 10); ROUGHNESSES - 0.06 MM TO 15 MM. /TRRL/

  • Corporate Authors:

    HER MAJESTY'S STATIONERY OFFICE

    49, HIGH HOLBORN
    LONDON,   United Kingdom  WC1V 6HB
  • Authors:
    • Ackers, P
  • Publication Date: 1969

Media Info

  • Features: Tables;
  • Pagination: 79 p.
  • Serial:
    • Volume: 4

Subject/Index Terms

Filing Info

  • Accession Number: 00204560
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Report/Paper Numbers: Statistics
  • Files: ITRD, TRIS
  • Created Date: Jul 31 1974 12:00AM