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Explain Equations for a triangular (V-notch weir)
Used for small flow rates. C2 is a coefficient which varies from 0.58 to 0.61 depending upon the notch angle.
Q = C2 (8/15tanσ/2) √2g (H)2.5
For a triangular weir with a 90 notch angle:
Q = 2.5 (H) 2.5
Explain Chezy Manning Equation v = 1.49/n (R) 0.67 (S) 0.5 R = hydraulic radius (ft) = Area/ wetted perimeter, R = D/4 for circular channels full and one-half full
This assignment is a Hydraulic Design assignment for Civil Engineering Major in USA. Please try if there is someone professional who can do this work because it''s too sensitive. f
Explain Civil Fe Hydraulics and Hydrologic Systems When spills occur at grade on soils in areas where unconfined aquifers are present, remediation procedures to remove the poll
Where to overlap rcc column
Materiality is used only at the planning stage of the audit. Ans: I disagree with the statement because: When planning the audit, the auditor considers what would make the fi
1 advantages and disadvantages of rise and fall methodes
Procedures of graphical interpolation
HOW CAN I INVESTIGATE THE PROPERTIES UNBURNT COMPRESSED CLAY BRICKS AND STABILIZED UNBURNT COMPRESSED BRICKS.
Mad/Sir What would be the Horizontal and vertical component from this acting force see diagram
Simple bending theory
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