Q1 - Determine the power of the pump if the flow rate0.075m3/sec, pump efficiency 0.95 And the pipe laying in - 1.2mHead lose 4.6m and head at point c =11m

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Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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I need the answer as soon as possible
3
do not round off everything
a. Calculate the pump head b. Plot the EGL and HGL for the system
6. ANSWER ASAP. WILL UPVOTE
(CLO1/ELO1, 2 min) [2] (3] Find the value of a (m3/s) in pipe 2. If the pump characteristic curve is known Hp = 90 – 1002 ; The elevations of A, B and C are 20m, 40m and 45m, respectively; Pipe L(m) D(m) f K 125 0.35 0.03 2 150 0.2 0.02 3. 500 0.2 0.03 1 4 600 0.2 0.02 400 0.25 0.02 2 Select one: a. 0.15 b. 0.30 c. 0. 34 d. 0.25 e. 0.20
Pump inflow 2. Draw the HGL for the system shown below. The pump flow at A is 100 L/s with a 550 kPa discharge pressure from the pump. The outflow at B is 40 L/s. Determine the outflow (total demand) at point C in litres per second. Assume a value of CH = 100 for all pipes, and that the pipes are all at the same elevation. 30.00 1000.00 1000.00 1000.00 300 Ø B 2000 200Ø D Elevated Storage Outflow Outflow Tank
8-42E Water at 60°F passes through 0.75-in-internal- diameter copper tubes at a rate of 1.2 lbm/s. Determine the pumping power per ft of pipe length required to maintain this flow at the specified rate.
Question 1: For the setup shown in the figure: H = 20 m f = 0.0012 f = 0.0012 D = 250 mm D = 80 mm L = 50 m L = 50 m f = 0.001 D₁ = 150 mm L = 100 m A. Calculate Q in the 150 mm-diameter pipe B. If the NPSHR of the pump is 3 m. Is it feasible to use the pump? You can use: Patm-101 kN/m², and Pvapor = 3.17 kN/m² H₂ = 10 m Pump Q f = 0.0012 D=80 mm L = 50 m Q₁ = 0.2
Water is flowing at a rate of 7 ft^3/s, and it is assumed that the head loss from the reservoir to the gage is equal to twice the velocity head in the 12-in pipe. What power must the pump supply in HP to allow this flow?
The pump has to draw 0.7 m/s flow to the pipe at an elevation of 10 m where a pressurep = -88.29 kPa gage prevails. A head loss h̟ = 0.5 V²/2g assumed, where V is the velocity in the discharge pipe. If the pump efficiency is 70%, how much power has to be drawn from the national gridline? p=-88.20 KPa gage Elevation = 10 m - D= 30 cm Elevation = 6 m 40 cm diameter Water T= 10-C Elevation = 2 m O P, = 24.52 kW O Pp = 83.39 kW O Pp = 63.77 kW O All other answers are wrong
The three water-filled tanks shown in the figure below are connected by pipes as indicated. If minor losses are neglected, determine the flow rate in each pipe (+ is out and-is into the reservoir) Assume ha - 20 m, he-50m.hc-0m., = 400 m, ₂= 250 m, and 3 = 500 m. QA- QB Qc- Elevation - h D-0.08 m 7,-0.020 Elevation- V B D-0.10m -0.015 D-0.08 m -0.020 Elevation - he C

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Q1 - Determine the power of the pump if the flow rate 0.075m3/sec, pump efficiency 0.95 And the pipe laying in - 1.2m Head lose 4.6m and head at point c =11m