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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).
Explain Handheld Inspection tools for Underwater Inspection of Bridge? Handheld tools such as flash lights, rulers, and tape measures for documenting areas; small or large hamm
Differences between epoxy grout, cement grout and cement mortar? Epoxy grout comprises epoxy resin, epoxy hardener and aggregates/sand.As a matter of fact, there are various ty
Q. Behaviour of elastomeric bearings ? In order to carry out successful design and installation of elastomeric bearings, it is necessary to understand the behaviour of elastome
Pavement of evaluation
A contractor was awarded a Contract to excavate and haul 200,000-yds 3 of silty clay (USCS classification ML) with a bulking factor of 30%. The contractor's fleet of dump trucks
Strength of member when fillet welded
picture of types of wall
to find height difference between two or more points in different conditions
tell me something about velocity profile?
Streams Not Wholly Alluvial In streams which are not wholly alluvial, consisting of bed of pebbles, rock, etc. the liner waterway is kept equal to the actual surface width of
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