Hydraulic design of drainage pipes: Simplified solution

Research output: Contribution to journalArticle

2 Scopus citations

Abstract

A simple equation simulating flow in sub-surface drain pipe was developed and solved. The solution is based on the assumption that both velocity and pressure are continuous functions of distance along the drain length. The velocity head was also considered negligible. The solution was compared to results obtained from available design charts and procedures. The developed equation can be directly applied mainly to design drain laterals.

Original languageEnglish (US)
Pages (from-to)1707-1709
Number of pages3
JournalTransactions of the American Society of Agricultural Engineers
Volume41
Issue number6
StatePublished - Nov 1 1998

Keywords

  • Analytical solution
  • Design
  • Hydraulics
  • Sub-surface drainage

ASJC Scopus subject areas

  • Agricultural and Biological Sciences (miscellaneous)

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