ENGINEERING FUNDAMENTALS
6th Edition
ISBN: 9781337705011
Author: MOAVENI
Publisher: CENGAGE L
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Chapter 14, Problem 22P
To determine
Plot the graph for the given data of pump by using excel.
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The flow into a reservoir over a one hour period is shown in the following table.
tt (minutes)
0
10
20
30
40
50
60
dVdtdVdt (gallons/minute)
258
332
370
447
436
435
320
Estimate the total volume entering the reservoir in 60 minute using the flow rate at the beginning of each interval. gallonsEstimate the total volume entering the reservoir in 60 minute using the flow rate at the end of each interval. gallons
From point A to point B of the system shown in the figure, oil flows (specific gravity of 8.64 kN/m3).
A) Calculate the volumetric flow of the oil. ( WORK LIKE NEW PLEASE)
Water flows through a pipe 25 mm in diameter at a velocity of 6 m/s. Determine whether the flow will be laminar or turbulent assuming that the dynamic viscosity of water is taken as1.30 × 10−3 kg/ms and its mass density as 1000 kg/m3. If oil of specific gravity 0.9 and dynamic viscosity 9.6 × 10−2 kg/ms is pumped through the same pipe, what type of flow will occur?
Chapter 14 Solutions
ENGINEERING FUNDAMENTALS
Ch. 14.2 - Prob. 1BYGCh. 14.2 - Prob. 2BYGCh. 14.2 - Prob. 3BYGCh. 14.2 - Prob. 4BYGCh. 14.2 - Prob. 5BYGCh. 14.2 - Prob. BYGVCh. 14.4 - Prob. 1BYGCh. 14.4 - Prob. 2BYGCh. 14.4 - Prob. 3BYGCh. 14.4 - Prob. 4BYG
Ch. 14.4 - Prob. 5BYGCh. 14.4 - Prob. BYGVCh. 14.5 - Prob. 1BYGCh. 14.5 - Prob. 2BYGCh. 14.5 - Prob. 3BYGCh. 14.5 - Prob. 4BYGCh. 14.5 - Prob. BYGVCh. 14 - Prob. 1PCh. 14 - Prob. 2PCh. 14 - Prob. 3PCh. 14 - Prob. 4PCh. 14 - Prob. 5PCh. 14 - Prob. 6PCh. 14 - Prob. 7PCh. 14 - Using Excel, create a table that shows the...Ch. 14 - Using Excel, create a table that shows the...Ch. 14 - Prob. 10PCh. 14 - Prob. 11PCh. 14 - Prob. 12PCh. 14 - Prob. 13PCh. 14 - Prob. 14PCh. 14 - Prob. 15PCh. 14 - Prob. 16PCh. 14 - Prob. 17PCh. 14 - Prob. 18PCh. 14 - Prob. 19PCh. 14 - Prob. 20PCh. 14 - Prob. 21PCh. 14 - Prob. 22PCh. 14 - Prob. 23PCh. 14 - Prob. 24PCh. 14 - Prob. 25PCh. 14 - Prob. 26PCh. 14 - Prob. 27PCh. 14 - Prob. 28PCh. 14 - Prob. 29PCh. 14 - Prob. 30PCh. 14 - Prob. 31PCh. 14 - Prob. 32PCh. 14 - Prob. 33PCh. 14 - Prob. 34PCh. 14 - Prob. 35P
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- Consider the piping system shown in the accompanying figure. The speed of water flowing through the 10 cm diameter section of the piping system is 1 m/s. What is the volume flow rate of water in the piping system? Express the volume flow rate in L/s. For the case of steady flow of water through the piping system, what is the speed of water in the 7.5 cm diameter section of the system?arrow_forwardThe design of a city water supply system is shown in the figure. Reservoir A need to supply 0.0938 m3/s to lower reservoirs B and C. The roughness coefficient for all pipes is 0.011. Use table below for the properties of the pipes. a) Calculate the flow rate in pipe 2 ( A. 0.0391 m3/s , B. 0.0513 m3/s C. 0.1997 m3/s , D. 0.0194 m3/s) b) Calculate the flow rate in pipe 3 ( A. 0.0547 m3/s , B. 0.0211 m3/s C. 0.0924 m3/s , D. 0.0380 m3/s) c) Calculate the elevation of water surface in reservoir À to supply the required flow rate (A. 140.00 m B. 160.00 m. C . 150.00 m. D. 170.00 m)arrow_forwardHow much water is stored after 5 minutes in each of the tanks on Example 9.5 (Page 303) if the volume of each tank is 14 cubic meters? Assume the density of water is 1000 kg/cubic meter. Note the intake for both tanks is 2 kg/sarrow_forward
- Given a portion of a water supply pipe network system below. Determine the actual flow in each pipe and the respective head losses. Assume flow in pipes AB and DE in loop I and II respectively equal to 0.10 m3/s clockwise for the first trial. Use Darcy-Weisbach Formula with f = 0.02. Pipes Length (m) Diameter (cm) AB 500 20 BC 600 15 CD 500 20 DE 400 20 EA 700 25 AC 1000 15arrow_forwardWith velocity of 7 m/s in the 330 mm diameter pipe in the figure shown, determine the discharge in pipe 3 in m3/s. Assume f = 0.046 for all pipes and neglect minor losses. The following are the properties of each pipe: Pipe 1 (Length=572 m, Diameter = 330 mm) Pipe 2 (Length=344 m, Diameter = 536 mm) Pipe 3 (Length=391 m, Diameter = 963 mm) Pipe 4 (Length=867 m, Diameter = 317 mm) Pipe 5 (Length=991 m, Diameter = 310 mm) Round your answers in 3 decimal places.arrow_forwardGiven below are pipe lengths, sizes, and connections. All pipes have a friction factor of 0.020. If the flow from A to B is 8 cfs, Determine the head loss in feet in PIPE 5. *23.8062*9.0254*1.0666*2.6570 Determine the flow in the upper branch pipe Q2 in cubic feet per second. *2.6667*2.3809*4.8840*12.4747 Determine the head loss in feet in PIPE 2. *3.4373*8.0165*9.2849*10.4720 Determine the total head loss in feet between the inlet A and the outlet D. *9.2849*13.1625*17.3474*35.9163arrow_forward
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