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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).
how to draw shear moment diagram for cantileaver beam
A tank with vertical sides contain 3m of water in the bottom, overlain by 4m of oil with no intermixing. Draw pressure diagram due to the oil and water on one of the tank sides and
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how to calculate various quantities of materials for wet mix macadam and dense bitumen macadam
State about the pre-tensioned concrete beam A pre-tensioned concrete beam, 200 mm wide and 300 mm deep, is prestressed by straight wires carrying an initial force of 150 kN at
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Fluid Mechanics or Properties - Specific Gravity Dimensionless ratio of a fluid's density to some standard reference density. For liquids and solids, the reference density is p
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