Q3: A. Derive the relation between the head losses and flow (hL=kQ) which is assumed in the hardy cross method. R-Determine the water power, pump power and the motor 1oad 1oi a pump system designed to deliver 027 m'/sec against a total system head of 35 m. assume the efficiencles of the pump and motor are 60% and 80% respectively.

Q: Compute the discharges for the pipes of the network shown below. Use the Hardy Cross method. Only…

A: Since the flow which are to be assumed are given, continuity is to be checked, that is  Flow into a…

Q: Pump inflow 2. Draw the HGL for the system shown below. The pump flow at A is 100 L/s with a 550 kPa…

A: Solution for this question is provided below ⬇️...Explanation:

Q: (c) Figure Q4(c)(i) shows the system consists of 1200 m of 5 cm cast-iron pipe, two 45° and four 90°…

A: L = 1200 mD = 5 cm or 0.05 m Q = 0.005 m3/s = 0.001 kg/m s

Q: For the flow net shown below, the soil is isotropic having a permeability of 0.002 cm/sec. Determine…

A:

Q: Pump delivers 0.05 m/s flow of 40°C water, and the intake pipe L = 4m & D = 20 cm. The pump intake…

A: Option (C) is correct.

Q: 3. Is the pump likely to cavitate? Support answer with a NPSH calculation approach.

A: Given-a pumping system consisting of a suction pipe and delivery pipe since the question has…

Q: Q4: Assuming f-0.020, determine the discharge in the pipes. Neglect minor losses Pipe Diameter AB BC…

A: f=0.02 To find discharge in the pipes

Q: The three water-filled tanks shown in the figure below are connected by pipes as indicated. If minor…

A: given data,Find discharge at Adischarge at Bdischarge at C

Time and time related variables in engineering

Time is the event progression starting from past to present and then, future statistically. The time-related variable is any particular value in relation to time to assess its changes on a specified (XY) plane.