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Define the Approach Velocity
Typical problems have negligible approach velocity. v1 = Q/A, where A = the cross-sectional area of flow in the channel. The value is not the velocity of the flow falling over the top of the weir plate (nappe).
Q. Design a water supply scheme for new Railway colony based on the following data's. i. Requirement of Loco and domestic consumption 5 lacs gallon per day. ii. Source of wat
advantages and disadvantages of chemical prestressing over conventional prestressing?
please discuss about trenches
incoming water contains 15 mg/L as a substance
some information
Determine the stresses within the rod: Two parallel walls are stayed together through a steel rod of 5 cm diameter passing through metal plates and nuts at both ends. The nuts
How does the knife edge load simulate the existing condition of the bridge structure?
built in truss
explain ranging and reciprocal ranging
Define Construction damage - underwater inspection of bridge? Construction damage can result from improper procedures during the construction phase. Some examples are: - P
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