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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. What is Over vibration of fresh concrete? For proper compaction of concrete by immersion vibrators, vibrating part of the vibrators must be completely inserted into the conc
Q. Settlement due to Increasing Load on Surrounding Soil? When any portion of the ground surface has been loaded, it causes the surface of adjacent soil also to tilt and set
i need simple ans for this question tell me precaution of dampness
Characteristics of couple #Minimum 150 words accepted#
Pipelines: Use of Pipelines in Transport Pipelines are used for transporting liquids (petroleum products for example), gases and solids in slurry form (for example ir
THE DESIGN PERIOD AVERAGE DAILY DEMAND CALCULATE. THE DESIGN DEMAND FOR THE WATER RETICULATION OR DISTRIBUTION PERIOD.
soil sample investigation
Question While precast concrete jacking pipes , from time to time grout holes are calculated inside these precast pipes. Give specific and key reasons? Answer Grout h
Define varigions principle of moments and write about system of forces?
Define the Net Positive Suction Head All values in the equations are in units of feet. Note: Only use values related to the suction side of the pump. NPSHR = Net Posi
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