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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).
Determine the problems formed while design of pre-stressed concrete Two types of problems are encountered by the engineer engaged in the design of pre-stressed concrete membe
Q. Explain about Catch Sidings? Normally all catch sidings except those which are sanded shall be kept alive. On sanded catch siding, the rails shall be kept clear of sand for
In this question we consider a bended outlet of pipe flow AB. End A is attached to an incoming pipe by a flange connection. The pipe diameter at A is the same as the incoming pipe,
explain it
what is focal point ratio
In case of simple bending after simply supported beam, derive that M/I = s /y = E/R.
Q. Energy absorbed in heeling during vessel berthing? When a vessel berths on a fender system at a pier, point of contact of berthing ship can be below or above the centre of
Q. Computation of Settlement? The settlement in any soil mass under an applied stress is given by s = s i + s c + s s where, S = total settlement, S i = imm
what''s a distomat?
Pressure at Any Point on the Surface of a Horizontal Plane Fluid pressure is the same at any point on the horizontal plane because: 1. The fluid specific weight is the sam
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