Determine the flow in each of the pipes shown in the figure. Assume f=0.02for all pipes.Problem 7-66 with the following conditions:- roughness coefficient for all pipes = 0.05- elevation B = 100 m Problem 7-66Determine the flow in each of the pipes shown in the figure. Assume f 0.02for all pipes.El. 90 mEl. 75 mEl. 50 mEl. 30 mDLine 3:450m - 300mmLine 4:900m - 150mmSolution600m - 600mmLine 1:Line 2:300m - 200mm

Problem 7-66 Determine the flow in each of the pipes shown in the figure. Assume f 0.02 for all pipes. El. 90 m El. 75 m El. 50 m El. 30 m D Line 3: 450m - 300mm Line 4: 900m - 150mm Solution Line 1: 600m - 600mm Line 2: 300m - 200mm Cl

Problem 7-66 Determine the flow in each of the pipes shown in the figure. Assume f 0.02 for all pipes. El. 90 m El. 75 m El. 50 m El. 30 m D Line 3: 450m - 300mm Line 4: 900m - 150mm Solution Line 1: 600m - 600mm Line 2: 300m - 200mm Cl

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: Compute the discharges for the pipes of the network shown below. Use the Hardy Cross method. Only…

A: Since the flow which are to be assumed are given, continuity is to be checked, that is Flow into a…

Q: Question 4 Water flows upwards in a vertical (plane) pipe line of gradually varying cross section…

A: Given- Head difference between point 1 & 2 = 1.5 m, Discharge Q=0.9 m3/s, Diameter at section 1…

Q: Reservoirs A and B with water levels at 72 m and 57 m respectively above datum are connected to a…

Q: Problem 3 Water needs to flow from one large tank with water surface elevation of 120 m to another…

Q: give the right answer please

A: The water will flow upward.Explanation:Step 1: As we know that water flows from the high pressure…

Q: absolute roughness is 0.03mm (for both sections), Determine the height H. Neglect local losses. Tip:…

Q: Solve for the water discharges in cach steel pipe as shown in Figure 3. You may assume that the…

Q: flow rate of 10 m3/s. Initially, the surface of the tube is 2 m2 and the section decreases until it…

A: The below shows the diagram,

Q: Ex. For the square loop shown: 1. find the discharge in all the pipes. All pipes are 1 km long and…

A: Note:- Hi! Thank you for the question As per the honor code, We’ll answer the first question since…

Concept explainers

Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.

Question

Determine the flow in each of the pipes shown in the figure. Assume f=0.02 for all pipes. Problem 7-66 with the following conditions: - roughness coefficient for all pipes = 0.05 - elevation B = 100 m

Problem 7-66
Determine the flow in each of the pipes shown in the figure. Assume f 0.02
for all pipes.
El. 90 m
El. 75 m
El. 50 m
El. 30 m
D
Line 3:
450m - 300mm
Line 4:
900m - 150mm
Solution
600m - 600mm
Line 1:
Line 2:
300m - 200mm

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 3 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

The three water filled tanks shownin the figure are connected by pipesas indicated. If minor losses areneglected, determine the flow ratein each pipe.
Water is siphoned from the tank as shown in the figure below. the length of the pipe is 12 m and has roughness ratio (E/D=0.001) a) determine the flow rate and the pressure at point A, stagnation point, neglecting all loses. b) determine the flow rate and pressure at point A, stagnation point, assuming only the major loses are important c) determine the flow rate and pressure at point A, stagnation point, assuming all loses (minor and major) are important.
A pipeline (diameter 0.3 m, length 3 km) carries water from point P to point R (see figure). The piezometric heads at P and R are to be maintained at 100 m and 80 m, respectively. To increase the discharge, a second pipe is added in parallel to the existing pipe from Q to R. The length of the additional pipe is also 2 km. Assume the friction factor f = 0.04 for all pipes and ignore minor losses. K .P 1km Q 2 km R 2km What is the increase in discharge, if the additional pipe has same diameter (0.3 m)?
Water resources engineering Please refer to the attached image. The new cat iron pipe carrying a flow of 0.3 ft3/s becomes divided at point B and rejoins at point C. The elevation at the reservior surface is 1300 feet. The elevation at point D is 560 feet. The pipe diameters and lengths are listed below. What is the pressure at point D? Neglect minor losses. Use the Darcy-Weisbach approach and assume fully turbulent flow. Verify this assumption for one of the pipes. If the assumption is not perfect, iteration is not necessary, just verify and comment. Pipe designation Length (ft) Dia (in) 1 800 6 2 200 8 3 300 4 3 1200 12
Three pipes 1, 2 and 3 from three reservoirs A,B and C, respectively, meet at a junction whose elvation is 366 m. Water levels at reservoir A and B are elevations 825 m and 716 m respectively. Useful properties of the pipe are given: for pipe 1, L- 300 m diameter+ 200mm f= 0.018; for pipe 2, L= 1200 diameter = 300 mm, f=0.020 and for pipe 3, L = 1500 m diameter= 0.025. If the pressure at the jucntion of the pipe is 2730 kPa, find the elevation of water at reservoir C. a. 462.07 m. b. 480.33 m. C.544.96 m. d. 503.29 m.
Q1: Three reservoirs connected by pipes. Each pipe has 300 mm diameter and 1500 m long. Assuming friction coefficient, f = 0.01. Find discharge in each pipe. B 2 D, L2 3 D,, L O D, L, 45 m 75 m D, = D, = D, = 300 mm L, = L, = L, = 1500 m 15 m C Datum
Q2: A is 4500 m length-gas flow line, and B is 2000 m length-liquid flow line (0.1 m diameter) both are connected with left side of 2500 m in length C-pipeline (0.15 m). If the pressure at A-pipeline inlet = 2400 kPa, pressure at C-pipeline out let = 2000 kPa, liquid flow rate = 0.009 m³/s, Gas Oil Ratio = 40 m³/m², PL 680 kg/m³, p=0.922 kg/m³, gas flowing temperature-300 K, base temperature-288 K, base pressure 101.3 kPa, Z-0.9, gas gravity 9.4x10-3 Pa.s, calculate the 0.6, gas viscosity-0.015x10³ Pa.s, and liquid viscosity diameter of gas pipeline and inlet pressure of liquid pipeline? Assume all pipes are flat and horizontal. =
Water flows at a rate of 0.8 cumecs in a 900 m-long pipe with a total head loss of 4m.Solve for the pipe diameter in mm by, a.Manning's formula with n = 0.014; and (b) Hazen-Williams formula with C1 = 130.
Question: In the water network shown in figure,the Hazen-Williams coefficient C for all pipes is 100. a) Using the Hardy Cross method, determine the flow in each pipe to the nearest 20 gprn. b) Find the residual pressures at points B and C, given that the pressure at point Aee is 50 psi. C) If the flow input A is doubled,what would be the residual pressure at C? Elevation 1,600 gpm A A 100 ft B 150 ft C 140 ft 1,500 ft 8 in 500 ft 10 in B 1,000 ft 10 in 1,000 gpm 600 gpm
2) In the figure below, discharge rate at point A is 20 cfs of water. Find the head loss from A to B, as well as the division of flow in each branch. Assume that friction factor is f = 0.03 for all pipes. Take these steps: 1. Ignore minor losses. Only assume friction losses. 2. Set an equation for the sum of the Qs of all branches, and simplify to only have velocities as unknowns 3. Set an equation for the head loss in each branch using D-W, and simplify to only have velocities as unknowns. Then, set the head loss in each branch equal to head loss in other branches. 4. Solve for velocities using the above equations in step 2 and 3. Note: this problem doesn't require iterations to find f (it is already given). 5. Find the total head loss from A to B using the velocities and D-W equation. The head loss from point A to point B does include hı in the two series pipes (24" and 30"), but regarding the parallel branches, carefully follow the lecture materials. Summing up the head losses in…
Please show all steps and carry the units. Thank you
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