The flow rate of water through the pipe system shown in the figure is 30 lit/s under the total head loss of 10m. Assume C = 120 for all pipes. Determine the diameter of line C in mm. Situation #1. The flow rate of water through the pipesystem shown in the figure is 50 L/s under the total headloss of 9.0 m. Assume a C coefficient of 120 for all pipes.266m, 160mm300m, 200mm(STOM, 250mm190mm

Answered: Image /qna-images/answer/ae501803-c082-4657-acfe-c4dbfbcf0e24.jpg

Answered: The flow rate of water through the pipe…

The flow rate of water through the pipe system shown in the figure is 30 lit/s under the total head loss of 10m. Assume C = 120 for all pipes. Determine the diameter of line C in mm.

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: difference in height between the two legs of 30 in. If the meter coefficient is equal to 0.975,…

A: ###Determination of Actual Discharge ###

Q: 8- For the system in figure below, each pipe is 250mm diameter ,1000m length and f=0.015, discharge…

A: For calculating discharge in branched pipes, it is important to know the height of the junction…

Q: Two pipes 1 and 2 of the same length and diameter are connected in parallel. If f2 = 0.914f1, the…

A: solution Given we know hf=flv2d×2g=flQ212.1d5given f2=0.914f1as the pipes are parallel the head loss…

Q: Calculate the discharge in pipe 3, in m^3/s.

A: Step: 1 Head loss: - In fluid system, energy dissipated due to friction along the hydraulic system…

Q: 1,=0.018 O a, 6cm, 1000m M 8 em, 800m =0.020

Q: Q8) A fountain ejects water through a nozzle, which have inner diameters of 0.3 mm, at B as shown.…

A: Given-

Q: SITUATION. The total head lost from A to E in the pipe system shown in the figure above is 15m.…

Q: Oil (SG = 0.87) discharges from a pipe (D1 = 13 in.) through a sharp-crested, round orifice (D2 = 4…

Q: The head loss from A to E is 15 meters. Find the discharge in each pipe. For simplicity, assume f =…

A: If you have any doubts please comment

Q: Water is flowing through a venturimeter shown. The difference in pressure between A (D = 5cm) and B…

A: Given data in question Diameter Head loss To find out Velocity head at A

Q: 571 In the figure below, section A losses are and the nozzle are 2g 0.05% 2g Note that point B is…

A: step 1-

Q: Two pipes A and B are connected in parallel between two points M and N as shown in figure. Pipe A is…

Q: SITUATION 1: The total head lost from points A to E in the figure shown is 15m. Assume f = 0.02 for…

Q: 6.9 in., y = 3.5 ft. Round off to four decimal places. Oil Di D2 Mercury

A: D1=12in D2=4in x=6.9in

Q: The figure shows a pipe network with initial discharge that is used to find the discharge in each…

A: The fluid mechanics is the subject of designing which will be helpful in many designing discipline.…

Q: Q4) Determine the required diameter of the pipe at A so that water flows through the pipes at the…

A: To determine the diameter of pipe A (DA) -

Q: A cylindrical tank with a constant depth h is being filled with water by Pipes 1 and 3. An outlet is…

Q: Water is flowing through a venturimeter shown. The difference in pressure between A (D = 5cm) and B…

Q: As a field engineer on a construction project, you need to pump water from a river (water surface…

A: L = 400 m D = 4 cm or 0.04 m f = 0.02

Q: For the arrangement shown below, find the discharge in each pipe in li/sec using a friction factor f…

A: Head loss remains same in parallel pipes.

Q: = Q1. A prismatic water tank with two inlet and two outlet pipes is shown below. Velocity…

A: Given-A prismatic water tank with two inlet and outlet pipes as shown in figure. Required- to…

Q: QI: Find the equivalent pipe for the loop shown below, also find the pressure at point C if the…

Q: A discharge of 600 liters/sec flows through a pipe having a diameter of 400 mm., length of 40 m.…

Q: Calculate the discharge of each pipe. Take f = 0.02 for all pipes. Use a trial and error solution…

Q: Oricul Q3: Three pipes (A, B and C) are interconnected as shown in figure (3). Determine the flow…

Q: Two reservoirs are connected by distribution pipeline as shown in the figure. Assuming no head loss…

Q: With the chamber-pipe system in the figure, the ideal fluid (water) taken from the infinitely sized…

A: Given:- The chamber-pipe system is given The fixed diameter of BCDEF pipe = 40 cm The elevation of…

Q: Situation 1. The flow rate of water through the pipe system shown in the figure is 45 L/s under…

Q: A fluid (s=1.21) flows through a 92 mm diameter pipe at a velocity of 12 m/sec. Compute the weight…

Q: Fig. 2. Assume constar factors, with f = 0.018. The head-discharge relation for the pump is Hp =…

Q: 1 60⁰ The water jet is ejected from the 4-in.-diameter pipe with a steady velocity of v = 19 ft/s.…

Q: Calculate the flow rate in pipes BD and CD for the figure shown. B 25 L/s k4 = 2 k1 = 1 A 75 L/s II…

A: Given data in question Entry and exit flow Constant flow per pipe To find out Flow in BD and CD…

Q: The flow rate of water through the pipe system shown in the figure is 30 lit/s under the total head…

A: Step 1

Q: diameter of pipe = 200mm Cc = 0.61 Cv = 0.97 Considering the figure, what is the flow of water?

Q: El. 90 m A El. 75 m El. 50 m El. 30 m D Line 3: 45um - 300mm Line 4: 900m - 150mm 600m - 600mm Line…

Q: L = 700m 2 4 D = 45cm L = 800m D = 40cm L = 600m L= 700m D = 35cm D = 35cm 1 A L = 700m D = 40cm L =…

A: Following is the given information: Head loss due to the friction between point A to point B, Hf =…

Q: In the figure shown, solve for the flow rate in the venturi meter. C = 0.815 -al (o여) 0.45m woter…

Q: Water flows into a tank and out through another pipe, as shown in the figure below. The water in the…

A: Surface area of tank, Asurface = 5.6 m2 Discharge input, Qi= 0.26 m3/s Discharge outlet, Qo= 0.05…

Q: Q2/Three pipes are connected in series as shown in figure below. Flow rate is 0.02 (m³/s) and…

A: f = 0.01 Diameter of equivalent pipe (Deq) = 200mm = 0.2 m Discharge (Q) = 0.02 m3/sec Determine…

Q: Determine the magnitude and direction of the force exerted by a fluid with sg of 0.84 on the double…

Q: 3. A 20 mm diameter copper pipe (19.94 mm inside diameter) carries water at a flow rate of 40 L/s.…

Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

100%

The flow rate of water through the pipe system shown in the figure is 30 lit/s under the total head loss of 10m. Assume C = 120 for all pipes. Determine the diameter of line C in mm.

Situation #1. The flow rate of water through the pipe
system shown in the figure is 50 L/s under the total head
loss of 9.0 m. Assume a C coefficient of 120 for all pipes.
266m, 160mm
300m, 200mm
(STOM, 250mm
190mm

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

VIEW

Step 2

VIEW

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 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

A roof tank supplies water as shown in Figure 1. Calculate the minimum height (H) in metre required to maintain a 1.5 m head pressure and 1.0 l/s flow rate at the point of discharge. Given the following data: G.I. pipe diameter d = 25 mm Friction factor f = 0.009 Loss coefficient: ki = 0.2 k2 = 10 Gate Valve Globe Valve Elbow k3 = 2 k4 = 0.5 k5 = 20 Entrance loss at tank Water meter 116 FIGUEE I I un lom'
7. Find the equivalent length of pipe 1 to 2 with a diameter of 300mm and the velocity of line C. Use the figure below and neglect minor losses. U 1 Pipes A B 3C A Length 300 m 150 m 250 m B 00 Diameter 300 mm 200 mm 250 mm C 10 m D f 0.020 0.021 0.020
Q4/ Compute the flow rate of water through the 3 pipes connected in series as shown In the Figure below. Let f= 0.016 and neglect minor losses. Pipe No. Diameter of Pipe d (mm) 300 200 250 1 2 3 Water 20 ft Lenth of Pipe L (m) 33 50 40 150 ft. 8-in diameter 120 ft, 10-in diameter 100 ft, 12-in diameter Water Fig. 10-2
A parallel pipe system is shown in the figure. The total flow on the system is 0.86 m³/s. Determine (a) the flow in pipe 1 in m³/s, (b) the flow in pipe 2 in m³/s, and (c) the flow in pipe 3 in m3/s.
Addtl Qs. Determine the flow in line DC
A differential gauge was attached to a venturi meter. The deflection of mercury is 14.3 inches. Assume no headloss. Point B is located at the 6 inches diameter pipe. Point A is located at the 12 inches pipe. Determine the flow rate in ft^3/s. 6 indves 12 inches 143 in
Two pipes A and B are connected in parallel between two points M and N as shown in figure. Pipe A is 80 mm diameter, 900 m long and its friction factor is 0.015. Pipe B is of 100 mm diameter, 700 m long and its friction factor is 0.018. A total discharge of 0.030 m³/s is entering the parallel pipes through the division at M. Calculate the discharge in the two pipes A and B. M = 0.015 A fA 80 mm dia, 900 m 100 mm dia, 700 m B fB = = 0.018 N
Determine the flow distribution of water in the system shown in Figure below. Assume constant friction factors, with f= 0.03. The head-discharge for the pump is Hp = 70 m el 50 m Pipe L (m) D (mm) ΣΚ el 48 m 1 100 750 850 350 200 200 [2] [4] 3 el 0m [5] 4 500 200 350 250 [1] [3]
The circular water pipes shown in the sketch are following full. The velocity of flow (in m/s) in the branch pipe "R" is V = 6 m/s dia = 4 m – મ N=? R V = 5 m/s dia= 2 m
The circular water pipes shown in the sketch are flowing full. The velocity of flow (in m/s) in the branch pipe "R" is PI V = 6m/s, dia = 4m - = V = ? R Q V = 5m/s dia = 2m
P10.) Determine the flow in each pipe shown in the figure. Assume f = 0.02 for all pipes. Subject: fluid mechanic Lesson: *Conservation of Energy *Fluid Flow in Pipes
2. The total flow from A to E is 300 L/s. Compute the flow for pipes 2, 3, 4, and 5 3 5 D 6 Pipe 1 2 3 4 5 6 f 0.02 0.02 0.02 0.02 0.02 0.02 Diameter Length (mm) in (m) 450 400 250 360 200 600 300 1400 250 450 300 700