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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).
define Fathometer in civil engineering field #Minimum 100 words accepted#
how to calculate the carbon intensity (gC/MJ) for gasoline ( C7H16 ) , we have the Energy Density = 32.2 MJ/L Fluid Density = 0.727 g/mL
Calculate the Number of Paths, Number of Critical Paths and Project Duration For the project network shown, the total number of paths through the network; number of critical pa
Design a sewer network
plane table surveying is used commonly to survey small areas because
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A sand at a borrow pit is determined to have an in-situ dry unit weight of 18.4 kN/m 3 . Laboratory tests indicate the maximum and minimum unit weight values of 19.6 kN/m 3 and
Question What are main problems related with prestressed concrete piles ? Answer Origin of Daido piles comes from Japan where these prestressed actual piles are used
Q. Diffrence between Rowe cell and Oedometer apparatus? The benefits of using Rowe cell over oedometer apparatus are: (i) It possesses control facilities for drainage and
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