1. The three reservoirs shown below are connected by commercial steel pipe (e=0.045mm.). Determine the flow rate in each pipe, assuming fully turbulent flow. Neglect minor losses. clev, 80 B 4000 m 1.2 m J (elev, 0) 3000 m 6 0.8 m elev. 100 5000 m 0.6 m elev. 70 C !

1. The three reservoirs shown below are connected by commercial steel pipe (e=0.045mm.). Determine the flow rate in each pipe, assuming fully turbulent flow. Neglect minor losses. clev, 80 B 4000 m 1.2 m J (elev, 0) 3000 m 6 0.8 m elev. 100 5000 m 0.6 m elev. 70 C !

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Situation 6: The total flow from Reservoir A in the figure is 650 L/s. The rate flow of pipeline 4…

A: Step 1: Step 2: Step 3: Step 4:

Q: Q1: Consider the gravimetric concrete dam shown in Fig. 1. (a) Draw the flow net for the case shown…

A: Gravimetric concrete dam A gravity dam is a structure composed of concrete or stone masonry that is…

Q: Please answer fast.

Q: The head loss of a cast iron pipe 900 m. long is 4 m. Compute the diam. of the pipe if it carries a…

A: Given data: Discharge, Q= 0.8 m3/s Length of pipe, L = 900 m Total head loss, hL=4 m

Q: Figure shows that the pipe flow of 50 m^3/hr, is driven by pressurized aire in the tank. a.)…

A: Q = 50m3/hr =0.1388 m3/sec f = 0.014 Length of pipe = l = 20+80+40 = 140m

Q: A reservoir is shown in Figure E4.6a. (a) Draw the flownet. (b) Calculate the flow rate. (c) How…

A: Solution: Given Data k=1×10-9 ft/s

Q: For the two-dimensional flow system shown below (units in meters):Compute the total flow rate under…

A: From the flow net, the number of flow channels is 3 and the number drops is 10. Given, x = 4; y = 8

Q: 8.63 Two reservoir maintain a constant difference of water levels of 11.25 m and are connected by a…

A: Given data, Here the value of V ( flow velocity through pipe ) is unknown. To find the value of V…

Q: There is a leak in a horizontal 30 cm pipeline (f= 0.025). Upstream from the leak two gages 600 m…

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

Q: A L = 1500m D = 750mm Q = 1.2 m3/s ELEV. = ?? C D L = 1800m D = 450mm A three reservoir problem…

Concept explainers

Electronic Spreadsheet

Tabular listing has many advantages ranging from time management to efficient scheduling of tasks. Electronic spreadsheets allow the user to tabulate and analyze data, using its easy-to-use interface. An electronic spreadsheet is a staple application used among accountants, management staff, and IT professionals. It is used in various sectors worldwide for data management. An electronic spreadsheet is a system and computer software that could be used to do numerical computations automatically. Spreadsheet application programs are often organized as a table with rows and columns. Each row and column intersect to form a cell, which may be used to store data. These data can take the form of a written label, a number, or a formula that combines information from other cells.

Question

1. The three reservoirs shown below are connected by commercial steel pipe
(e=0.045mm.). Determine the flow rate in each pipe, assuming fully turbulent
flow. Neglect minor losses.
clev, 80
B
4000 m 1.2 m
J (elev, 0)
8'09 000€
elev. 100
A
ļ
5000 m 0.6 m
elev. 70
C
ļ

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Trending now

This is a popular solution!

Step by step

Solved in 4 steps with 1 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Add the energy grade line (EGL) as a solid line and the hydraulic grade line (HGL) as a dashed line to the figure below. Enter the corresponding numbers in the table. Assume steady incompressible flow from left to right. At point A, the pressure head P/y = 23 ft and the velocity is V=8 ft/s. The pump adds AH = 16 ft. Ply V²/(2g) EGL HGL EGL and HGL [ft] >> EGL_HGL(2,1,2,'-','P',20,'ft') A D, 2 ft B C D₂ = 1 ft D E D₂ = 2ft F 30 T TI 25 20 5 10 0 5 A A 10 B F 15 20 x [1000 ft] C 25 D 30 E F
A discharge of 750 liters/sec flows through a pipe having a diameter of 400 mm and a length of 65 m long. Compute the following hand losses in the pipe in meters.1. Using Manning’s Equation with n = 0.013. a. 8.44b. 8.96c. 7.50d. 7.182. Using Darcy Weisback formula with f = 0.012. a. 3.54b. 2.15c. 3.17d. 2.753. Using Hazen Williams formula with C = 100. a. 7.45b. 6.12c. 7.86d. 7.01
Two reservoirs are connected by a pipeline which is 150 mm in diameter for the first 6 m and 225 mm in diameter for the remaining 18 m. The entrance and exit are sharp, and the change of section is sudden. The water surface in the upper reservoir is 6 m above that in the lower. Tabulate the losses of head which occur and calculate the rate of flow in m3/s. Friction coefficient f is 0.01 for both pipes.
Two Water flows from reservoir A to reservoir B through two pipes as shown below. Determine 1) thedischarge in the pipe, 2) the pressure at point P. Assume α = 1.0 at all locations and neglect any minor headloss
i need the answer quickly
Three pipes of 400 mm, 350 mm and 300 mm diameter are connected in series between two reservoirs with a difference in level of 12 m. The friction factors are 0.024, 0.021 and 0.019 respectively. The lengths are 200 m, 300 m and 250 m respectively. Which of the following statements is TRUE. * The discharge in pipe 1, 2 and 3 are decreasing. The total head loss is equal to the difference in elevation between reservoirs. The head loss in pipes 3 is equal to the sum of losses of pipes 2 and 3. The largest pipe will have the largest head loss The head loss in pipes 1, 2 and 3 are equal. * The flow in m^3/s in PIPE 3 is nearest to... 0.1 0.2 0.4 0.3 * What is the head loss in meters in pipe 3? 2.785 m 15.458 m 7.755 m 6.474 m Determine the length of an equivalent 350mm diameter pipe. * 402.582 m 906.123 m 1545.812 m 417.236 m
answer asap pls
(a) Using the Pipe flow graph (Appendix 2), obtain the discharge through the pipeline joining the two reservoirs as shown below. Pipe diameter (D) = 450 mm Pipe length (from A to B) L = 4600 m In addition, also calculate the pressure in the pipeline at Point C, which is 2600 m from reservoir A. A 7.25m C B ALI 3.55m
5 (c)
Situation 1: In the pipe system shown, the velocity of water in pipe A is 1 m/s. The friction factor f = 0.02 for all pipes. a. Determine the discharge in pipe B. b. Determine the velocity in pipe C. c. Determine the headloss in pipe E. d. Determine the difference in elevation of the two reservoirs. Water D A 300 m 200 mm D 300m 500 mm Diom 600m 300mm Diam 300m 300mm D B 800 m 300mm Diam E
The three water-filled tanks shown are connected by pipes. Preliminary calculations and relevant experience with this scheme lead to estimated values of friction factor, f, as indicated in the figure. Neglect minor losses. a) Determine whether the intermediate reservoir Tank B receives water from Tank A or supplies water to Tank C. Show pertinent solution. b) Find the flow rate in each pipe. Elevation 60 m (A) Elevation = 20 m (B) Elevation - 0 (C) D = 0.08 m { = 200 m f = 0.020 (10) D = 0.10 m ( - 200 m f = 0.015 (3) 0.08 m 400 m f = 0.020