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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...- Amit_ugcivil
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- Replies: 1
- Forum: Storm/Flood engineering
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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...- Amit_ugcivil
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- Replies: 3
- Forum: Waste disposal & treatment
