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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 Precedence Relationships a. Finish-to-Start - the most common, the predecessor activity must finish before the successor activity can start b. Finish to Finish
Water Absorption Test: In this test cube specimen weighing approximate 50 grams are prepared and the test is carried out in the steps following: 1. Note down the weigh
IS 883-1970 classifies the structural timber into 3 grades-select grade, grade I and grade II
Explain is Vadose Zone - Ground water In an unconfined aquifer, it is the area located above the water table and aquifer, where the soil and rock are not saturated with water.
is shear stress distribution on I and T sections are same????
Define Construction damage - underwater inspection of bridge? Construction damage can result from improper procedures during the construction phase. Some examples are: - P
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Specify the various methods of soil exploration and mention the circumstances under which each is best suited. What do you mean by undisturbed sample? Define with a neat sketch
Aplease provide tables for each design mix and also the, high early strengh.l thanks
three points problem
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