Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations JAE on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  • Users: Amit_ugcivil
  • Content: Threads
  • Order by date
  1. Amit_ugcivil

    Economical Section Design for Rect Open Channel Stormdrain

    For Stormwater Drain Design there are two approaches: 1. Design drain as Non-Uniform Steady Flow (Y1 > Y2) Step for Design: - Calculate Design Discharge for Segment of Drain. - Calculate Capacity of Rect. Drain at Downstream Node. - Using Manning Formulae Calculate Velocity of...
  2. Amit_ugcivil

    Oily water Drainage design - Aramco Standard

    4.5 Line Sizing 4.5.1 Gravity flow piping shall be sized to maintain a minimum flow velocity of 0.9 meters per second (3 feet per second) at the peak flow rate under full flow condition. In no case, the size shall be less than the general requirement stated in para 4.2.29. Above clause stated...

Part and Inventory Search

Back
Top