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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 the point of contraflexure
how to calculate various quantities of materials for wet mix macadam and dense bitumen macadam
How to use plaster cement in sand? Cement sand plaster is a layer of cement & sand mortar that is applied over walls made of brickwork, cement block work, RCC walls and RCC co
contituents of paints
What are main and key benefits of piers constructed monolithically with bridge deck over usage of bearings?
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A clay layer 5 m thick has double drainage. It was consolidated under a load of 127.5 kN/m2. The load is enhanced to 197.5 kN/m 2 . The coefficient of volume compressibility is 5.7
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Basic Keywords related to road materials: Sub-grade : The portion of road embankment immediately below the pavement. Soil Classifications : A sy
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