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1. The center line elevation of the proposed roadway at station is 345+25.50 is 327.36-ft. The existing ground top of cut elevation (ft) is most nearly:
2. A design engineer commissioned a test pit to determine the top of pipe elevation for a sewer extension project. The existing sewer pipe is an 8-ft o.d. reinforced concrete pipe with wall thickness 10-in. A back sight to a local benchmark with an established elevation of 45.66-ft is obtained with a level and a rod reading of 4.91-ft.
A foresight is taken to a rod resting on the top of pipe with a reading of 12.43-ft.
Calculate The invert elevation (ft) of the sewer pipe.
Explain the Well Drawdown Equations Watch the units, especially if you use log 10 or ln. h 1 = aquifer thickness minus the drawdown (ft) r 1 = distance from well (ft
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Question Is it necessary joints of concrete kerbs be in line with joints in concrete carriageway ? Answer In regular practice, joints are provided in road kerbs to ca
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