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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
Ground settlement occurs ahead or behind the jacking face for pipe-jacking? It's reported by Lake (1992) that settlements are expected at ground surface at a distance of 1-2 ti
Do we take the whole length (including the over hanging portion when we say the "whole span" of th beam ?
A 9 metre high retaining wall retains a soil with the following properties: φ = 36°; γ = 18 kN/m 3 . What will be the enhance in horizontal thrust if the soil slopes up from the
why void ratio is greater for fine gained soil then course grained soil.
What will be the structural weight per meter for IRC class 70r bridge
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Test required before laying or after laying.
detail notes
Determine the Limit States of Collapse Those limit states which point out the failure or collapse of a structure based on certain critical conditions are known as limit states
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