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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 convert uniformly varying loads to point loads
HOW TO ACHIEVE THAT
when a precast pile is single point lifting and when double point lifting- what are the moment coefficient of them?
brief detail about ships stresses
If there is steady flow, nothing changes with time. 1. The properties of the fluid at entry and exit are constant. 2. The properties of the fluid at any point in the contro
Dimensions of trusses
A cylindrical concrete tank, 30 m external diameter, is to be prestressed circumferentially by means of high-strength steel wire (E, = 2 x 10 5 N/mm 2 ) jacked at 4 points, 9
what are the step by step process of designing steel long span trusses?
calculate npsh
Good evening. I have two homework projects from the Soil Mechanics. I am interesting if anybody can solve them.
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