For the following questions answer them individually
10 m thick confines aquifer gives the steady state discharge of 0.03Ā $$\frac{m^{3}}{s}$$ through the well of 50 cm radius. Due to pumping, the height of the water inĀ the well is dropped frpm 15 m to 10 m and the radius of influence is obtained as 500 m. What isĀ the coefficient of permeability $$(\frac{mm}{s})$$ ?
During the flow over length of 30 m, the head loss of 5 m is occurred during theĀ seepage. What is the value of hydraulic gradient?
If the gauge pressure and atmospheric pressure at a point are observed as 70Ā mm of mercury and 750 mm of mercury respectively. What is the value ofĀ the absolute pressure (mm of mercury) at that point?
The raise of mercury in barrometer is indicated as 80 mm. What is theĀ atmospheric pressure $$(\frac{KN}{m^{2}})$$ at that point ?
Water is transported on a level road in the cylindrical container of diameter 0.5 mĀ and height 0.8 m. The maximum acceleration of vehicle is 5 $$\frac{m}{s^{2}}$$. What is theĀ initial allowable height of water (cm) in the tank, if there is no spill ?
For a flow, the velocity field and variation in density is given as,Ā $$\bar{V}=(10X+3Y+2Z)\hat{i}+(12X+4Y+5Z)\hat{j}+(8X+7Y+\lambda Z)\hat{k}$$ andĀ $$\rho = \rho_0 e^{-3t}$$ respectively. What is the value of $$\lambda$$, if the mass is conservedĀ ?
A circular pipe of diameter 0.5 m carries the discharge of 50 litres/s. The headĀ loss due to friction in pipe is 0.15 m and friction factor for the pipe is givenĀ as 0.01. What is the length (m) of pipe?