Please correct answer And solve both part Gauge : P=60 kPa +Elevation : 25 m +Elevation :5mPumpWater at 15°C circulates at a flowrate of 350 L/sfrom a reservoir through a 300 mm pipe.Headlosses in the pipe are given by hL = 1.5 *V 2 2g , where V is the velocity in the pipe.%3D1- What power is supplied to the pump if apressure of 60 kPa is measured by the gaugeand that the pump efficiency is 87.5 %? Neglectthe effect of the kinetic energy correctionfactor.2- Draw the EGL and HGL lines for this system.

Answered: Image /qna-images/answer/fc38011a-e867-47b1-a774-ebce272596aa.jpg

Gauge : P=60 kPa + Elevation : 25 m+ Elevation :5m Pump Water at 15°C circulates at a flowrate of 350 L/s from a reservoir through a 300 mm pipe. Headlosses in the pipe are given by hL = 1.5 * V 2 2g , where is the velocity in the pipe. 1- What power is supplied to the pump if a pressure of 60 kPa is measured by the gauge and that the pump efficiency is 87.5 %? Neglect the effect of the kinetic energy correction factor. 2- Draw the EGL and HGL lines for this system.

Gauge : P=60 kPa + Elevation : 25 m+ Elevation :5m Pump Water at 15°C circulates at a flowrate of 350 L/s from a reservoir through a 300 mm pipe. Headlosses in the pipe are given by hL = 1.5 * V 2 2g , where is the velocity in the pipe. 1- What power is supplied to the pump if a pressure of 60 kPa is measured by the gauge and that the pump efficiency is 87.5 %? Neglect the effect of the kinetic energy correction factor. 2- Draw the EGL and HGL lines for this system.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

P3: A preliminary design of a reservoir is shown inFigure.Draw the flow-net.Calculate the flow rate.How much water will flow in a day from the upstream to the downstream side.Calculate the porewater pressure at A.
What is the required pump power (Pa) for the system below? The source reservoir is on the right side of the figure The outflow is released as a water jet to the atmosphere (on the left) Discharge rate is 0.11 m3/s Pipe total length is 180 m Pipe diameter is 0.2 m Friction factor (f) is 0.01 Minor losses are negligibleCHOOSE ONE: 25 KiloWatt 169 KiloWatt 269 KiloWatt 112 KiloWatt
A hydraulic jump is formed in a 4 m wide rectangular open channel at a short distance downstream of a control gate. The flow depth just downstream of the gate is 1.8 m and the outlet discharge is 134 m3 /s. The density of water is 1000 kg/m3 . Determine the flow depth downstream of the jump and the headloss in the jump. Express the headloss in kW per metre width. i need ansswer in 30 minutes thank u
Two reservoirs A and B have elevations of 250m and 100m respectively. It is connected by a pipe having a diameter of 250mm diameter and length of 100m. A turbine is insatalled at a point in between reservoirs A and B. If C=120, compute the following if the discharge flowing in the pipe is 150liters/sec. Head loss of pipe due to friction. The head extracted by the turbine. Power generated by turbine
Two reservoirs ( Elev. 38.7m and Elev. 90.6m ) are connected by two pipelines 1-2 and 2-3 with a pump bridging the two pipelines. If the fluid (s.g = 0.81) flows at a rate of 174 L/s, what is the power given by pump? Assume head losses of 2.6 J/N from 1-2 and 5.5 J/N from 2 to 3
1.) SAE 10 oil at 20° (ρ=869 kg/m³, μ=8.14 × 10-2 N•s/m²) flows in a 200 mm diameter pipe. Find the maximum velocity for which the flow will be laminar.
If the total flow of 4.0m3/? takes place in the three pipes. Determine the distribution offlow. The pipe lengths, diameters and frictions factors are shown below.
The pump draws water at 30 liters per second from reservoir A and lifts it to reservoir B as shown. The head loss from A to 1 is three times the velocity head in the 150mm diameter pipe and the head loss from 2 to B is twenty times the velocity head in the 100mm diameter pipe. Which of the following most nearly gives the powet delivered by the pump? Choices: 59.38 kW 75.14 kW 44.82 kW 53.96 kW
Two reservoirs are connected as shown in the figure. The difference in Elevation of the two reservoirs is 6.88m. Darcy-Weisbach friction factor for all pipes, f=0.0238. Pipe 1: Length=3500m Diameter=70cm Pipe 2 and 3: Length=1750m Diameter=35cm Compute the discharge in the pipe one in L/s. Compute the discharge in the pipe three in L/s.
A pump draws water (SG=0.998) from reservoir A and transport it to reservoir B, with the static Suctionhead 8m and static discharge head of 28 m. The diameter of the suction pipe is 15.24 cm, and the diameter of the discharge pipe is 4 in. The total head loss from A to B is 25% of TDH, and the head loss at the discharge line is 90% of the total headloss. If the pump capacity is 60 Ips, determine the following:a. Pump Break power if the efficiency is 82% b. Reading of the pressure gauge installed at the suction flange of the pump C. Reading of the pressure gauge installed at the discharge flange of the pump
In the figure shown, water (ν = 1 x 10-6 m2/s) flows at a rate of 5 L/s on a system of pipes. There are 40 m of 50-mm diameter pipe, 22 m of 150-mm diameter pipe, and 45 m of 75-mm diameter pipe, all cast-iron. There are two 90o elbows and an open globe valve. If the exit elevation is zero, determine the following:a) friction loss on each pipeb) total minor loss from the surface of the reservoir to the exitc) head extracted by the turbined) mechanical power extracted by the turbine
Q2: Water is flow by arate = (v/( “7— /20) m¥/s , the water is still stable due to using a pump as shown in figure below. A pipe of rectangular cross sectional area of dimension (10 *20 ) cm is used to connect the two reservoir, friction factor for the pipes(£=0.02), if K value in the entrance and in the exit are 0.1 and 1 respectively. Calculate the pump power:- ElL15m Water EL10m Water = o cotanantwe *10 = 50 m——