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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).
Reinforcement of concrete in contact with internal vibrators At the time of concreting, if internal vibrators are placed accidentally in contact with some of the reinforcemen
Explain the Suppressed Rectangular Weir If the length of the weir (b) equals the width of the channel, i.e., the flow is not "contracted".
#ques5. A rectangular channel is 3 m in width and draws water from a lake. The channel slope is 0.001 and the Manning’s n is 0.0013. What will be the discharge in the channel when
Q. ACSR (Aluminium Conductor Steel Reinforced) are utilized as (A) over head transmission lines. (B) super conductors. (C) fuse
Q. Number of segments for segmental linings in tunnelling? For the construction of tunnels by segmental linings, choice of the number of segments affects the durability and cos
What is foundation?
The survey has identified the beginning and ending points along an urban arterial highway that require new sidewalks. The first station is located at 5+88 and the second station is
Question What is key distinction in arranging pumps in series and in parallel? Answer For same pumps with similar functions, if pumps arranged in series, total head
Consolidation of Soling
Question Is it true that there is no essential to design nominal reinforcement to piles. Answer In BS8110 and BS5400 Pt.4, they need provision of nominal reinforce
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