The diagram shows a tank draining into another lower tank through a pipe, both tanks are open. Calculate the velocity, using the data given on the diagram. k = 0.5 20 m k = 1 50 mm bore, 50 m long f = 0.007

Analyze to select the type of the turbine when its diameter is 600 mm, rotational speed is 600 rpm and working under a water head of 120 meters. The buckets deflect the 100 mm diameter jet through an angle of 165°. Take the coefficient of velocity for the nozzle as 0.97. Use Table given below for selection of turbine. Sr. # Specific speed (rpm) Type of turbine 1 8-30 Pelton wheel with one nozzle 30 - 50 Pelton wheel with 2 or more nozzles 50-250 Francis turbine 4 250-1000 Kaplan turbine 2. 3.

Number 3 question Complete solution and correct units pls. Draw the figures if necessary

Please show complete diagrams and solutions T.Y :) Use Bernoulli's Energy Equation Dislike if not followed A 24 in. pipe conducts water from reservoir A to a pressure turbine (elev. = 15'), which discharges through another 24 in. pipe into tailrace B (elev. = 0'). The loss of head from A to 1 is 5 times the velocity head in the pipe and the loss of head from 2 to B is 0.2 times the velocity head in the pipe. What must water surface elevation at the reservoir be maintained such that the energy given up in the turbine is 552 hp? Assume discharge equals 25 cfs. Express all dimensions in English units.

Fast pls solve this question correctly in 5 min pls I will give u like for sure Aka

Calculate the force exerted by a stationary curved vane that deflects a 2 inch diameter stream of water through a 120 degree angle. The volume flow rate is 175 gal/min. The stream is directed parallel to the positive x horizontal. 120° (Work on Paper Required)

Title of the book: Fluid Power, Theory and Applications, 3rd Edition, James A. Sullivan

The 10 ft/s is not being factored in appropriately

Calculate the Flow Rate of water at 5°C through the system below. Q = Flow 3.4 m 700 kPa 30 mm diameter DN 65 mm Schedule 40 Pipe

This is a practice problem for an upcoming test, but I'm not really sure which direction to solve it in. If I use a basic pressure equation do I have to do iterations? Cause we should be able to take a ratio of flow in both pipes. Any information on the direction of how to solve this problem will be extremely helpful, as well as solving it.