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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).
Joints in box culverts and channels - necessity of water tightness The joints for box culverts and channels must be capable of accommodating movements arising from moisture an
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"Mortar mechanism" vs. "stone contact mechanism" in bituminous materials 'Stone contact mechanism' applies to well graded aggregates coated with bitumen (for example dense bit
A completely saturated sample of clay has a volume of 31.25 cm 3 and a weight of 0.5866 N. The same sample after drying has a volume of 23.92 cm 3 and a weight of 0.4281 N. Compu
Define Friction Pendulum Bearing? In friction pendulum bearings, the lateral displacement is permitted at the interface of the bearing element between the superstructure and th
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Define Special considerations for underwater inspection? Once a diver enters the water, there environment changes completely. Visibility decreases and is often reduced to near
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