Answer:
The volume of water needed to be removed = 4301100 lbs/ [ 62.43 × 27] = 2551.66.
Explanation:
The first thing to do right now is to determine the weight of soil solids. This can be gotten below as:
The weight of soil solids = 1 × 118 × 27 = <em>3186 lbs. </em>
Also, there is the need to determine the value of the water that we have and the one that is needed. This is calculated below as:
The weight of water needed = 3186 × 6% = 191.16 lbs.
The water available = 3186 × 7% = 223.02%.
The next thing to determine is the value for the total BCY of available of soil.
Thus, the total BCY of available of soil = [ 3186 + 223.02 ]/ 2800 × 135000 = 3409.02/ 2800 = 1.217551 BCY × 135000 = 164,363.46 BCY.
The last thing to do here is to determine the value for the weight and volume of water to be removed.
The weight of water to be removed = [ 223.02 lbs - 191.16 lbs] × 135,000 = 4301100 lbs
The volume of water needed to be removed = 4301100 lbs/ [ 62.43 × 27] = 2551.66.
Answer:
Explained
Explanation:
Analytical methods are used for Risk management in the system's engineering department and it is therefore, important to be familiar with it. Many processes and practices such as identifying, measuring, managing risks in engineering systems are done using these analytical methods. In all types of systems analytical methods such as analyzing and measuring are needed. It also helps in risk aversion and risk reduction by balancing risk. Also the decision making is becomes better when these methods are employed. In advanced as well as traditional systems there is a need to manage risk and these methods are always beneficial in doing that.
Answer:
Pump factor = Fp = 7.854 gal/cycle
Ev = 82.00 %
P_H = 183.29 hp
Explanation:
Given data:
Dimension of duplex pump
6.5 inch liner
2.5 inch rod
18 inch strokes
Pressure 3000 psig
Pit dimension
7 ft wide
20 ft long
Ls = 18 inch
Velocity = (18)/10
volumetric efficiency is given as E_v = (Actual flow rate)/(Theortical flow rate) * 100
we know that flow rate is given as = Area * velocity
Theoritical flow rate
Ev = 82.00 %
Pump factor
Fp = 1814.22 in^3/cyl
Fp = 7.854 gal/cycle
Flow rate
Power
a bricklayer, a bricklayer builds houses repairs walls and chimneys etc.