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A sand deposit of 12 m thick overlies a clay layer. The water table is 3 m below the ground surface. In a field permeability pump-out test, the water is pumped out at a rate of 540 litres per minute when steady state conditions are reached. Two observation wells are located at 18 m and 36 m from the centre of the test well. The depths of the drawdown curve are 1.8 m and 1.5 m respectively for these two wells. Verify the coefficient of permeability
Define Unit Hydrograph Hydrograph of one inch or 1cm of precipitation over a drainage basin area (watershed). It is the base hydrograph from which other hydrographs can be dete
Ask question #Explalin a joint frame by stiffness method
What is Collocated network operation As wireless LANs become more popular, it is likely for two or more wireless LANs to operate in the similar area or in some area where inter
What is the calculation method of load bearing capacity of formwork material?
Can I get an online project to work on in civil engineering??
explain
Define the Thiem Equations for Confined Aquifers Using natural log: Q = 2pKm(h 2 - h 1 )/ln(r 2 /r 1 ) Using log 10 : Q = 2Km(h 2 - h 1 )/((1055)log(r 2 /r 1 ))
max. moment at cantilever in up or down of support or free of end
earthen dam and gravity dam
Explain the Components of a rebound Hammer? Several components of a rebound hammer are displayed in below Figure. 1. Concrete surface; 2. Impact spring; 3. Rider on gui
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