Determine the amount of flow into or out of each reservoir in the pipe system as described on the table. Use n=0.011 for all pipes. Pipe Length (m) Reservoir to Elevation Connecting pipe supply/discharge (m) Diameter (ст) A 30 1 30 1200 B 24 2 20 900 C 15 3 15 1500

Determine the amount of flow into or out of each reservoir in the pipe system as described on the table. Use n=0.011 for all pipes. Pipe Length (m) Reservoir to Elevation Connecting pipe supply/discharge (m) Diameter (ст) A 30 1 30 1200 B 24 2 20 900 C 15 3 15 1500

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: The properties of three pipes connected in series are tabulated below. (a) What is the head loss…

Q: Q5: As shown in figure (5). What is the water horsepower of the pump. pipes characteristics are as…

A: I have solved your problem

Q: Question 5) A city population in years 1990 and 2000 is 120000 and 190000, respectively. Water…

Q: The total head lost from A to E in the figure shown is 15 m. Find the discharge (m/s) in each pipe.…

A: Given:- Total head loss from A to E = 15 m f = 0.02

Q: A sluice gate, as shown in figure 01, is used to control the upstream water level in a 3 m wide…

A: Given data, Width of channel b = 3 m Discharge Q = 15 m3/s

Q: Reservoirs A and B have elevations 100 m and 160 m, respectively. A pump is installed near reservoir…

Q: Water is flowing from point A to point B in the system shown in the figure. All the corresponding…

Q: 2) In the figure shown pipes are in parallel connection with properties given. If the flow into the…

Q: A pump impeller rotating at 1400 rpm has an outside radius of 21 cm, the vane outlet angle B2 is…

A: ANSWER: Option (B)-22.1 is Correct

Q: Water flows from the rectangular outlet as shown in the figure. Estimate the flow rate per unit…

A: Given that, H = 2 m, h=80 cm, the flow rate per unit width has to be determined.

Q: Example 1: A flow of water from a reservoir to a pipe of different diameters shown in Figure below.…

Q: From the current meter notes taken on the Pasig River, the main outlet of the Laguna Lake. All…

Q: As shown in figure 3., water flows through pipe A 1.5 m in diameter at 2.5 m/s and passes through…

A: Diameter of pipe A, DA=1.5mDiameter of pipe B, DB=1mDiameter of pipe C, DC=0.7mVeocity of flow in A,…

Q: 4. A discharge of 720 liters/sec flows thru a pipe having a diameter of 380 mm, 70 meters long.…

Q: A 150 mm diameter pipe 60 m long connects two reservoirs. Determine the difference in elevation…

A: To Determine The difference in elevation between the water surfaces of the two reservoirs, hL

Q: for pipe flows for given pipe lengths (m) and pipe diameters (mm). Initial flow as shown in the…

A: First, separate the Loops like 1 and 2 then find the iteration with two different loops Find the…

Q: a discharge of 700L/s flows through a pipe having a diameter of 400mm and a length of 60m long.…

Q: Given a portion of a water supply pipe network system below. Determine the flow in each pipe and the…

A: The given network is as follows,

Q: The total flow in the pipe system in the figure is 0.86 m³/s. Assume f = 0.032 for all pipes. A.…

A: Solution: Given: For parallel pipes: Q = Q1 + Q2 + Q3 Head loss: hl = hf1 = hf2 = hf3 Friction loss…

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

Q: Pipe No. Length - m Diameter - cm 1 1000 90 2 500 50 600 40 4 800 700 75

Q: The pipe network of two loops as shown below has to be analyzed by Hardy Cross method for pipe flows…

Q: Situation 16 - The flow of water from Reservoir A shown is 600 L/s. Properties of the system are as…

Q: Example 15.5 In a flow through a rectangular channel for a certain discharge the Froude 2/3 numbers…

Q: A discharge of 750 liters/sec flows through a pipe having a diameter of 400 mm and a length of 65 m…

Q: The water tank shown in the given figure is being filled through section 1 at V, = 2.62 m/s and…

Q: For the pipe system shown in figure 2, find the flow rate in all pipes neglecting all minor losses.…

A: It is required to determine the flow rate in pipe C. QC=VC×AC=3.6 msec×π4×0.7 m2=1.39 m3sec It is…

Q: Venturi meter as shown in Figure 2 has the cross-sectional area of 10 m² and 5 cm² at Point A and…

A: Given data in question Venturimeter Area 1 = 10m2 Area 2 = 5 cm2 Manometric column difference To…

Q: Problem 2 Three reservoirs are connected by a piping system as shown in Figure 1. Find the discharge…

Q: Qs/Three pipes No. (1), (2) and (3) are connected in series as shown in Figure No. (4). Find flow…

A: To find flow rate

Q: Hydrauli Distance Total from gradient line energy line referenc e line, m 1.85 1.86 0.2 1.842 1.862…

A: THE VARIATION BETWEEN DISTANCE FRON REFERENCE LINE vs HYDRAULIC GRADIENT LINE (HGL) AND TOTAL ENERGY…

Q: The properties of three pipes connected in series are tabulated below. (a) What is the head loss…

A: ASKED: To determine the head loss for each of the pipes connected in series and the flow rate.…

Q: 4. Considering the following figure with flow from A to D, compute the total head loss from A to D…

A: Find total head loss in pipe from A to D

Q: Reservoirs A, B, and C are connected as shown in Figure 2.28. The water elevations in reservoirs A,…

A: Given data Reservoirs A, B, C are connected, which means the flow is from A to B, and B to C…

Q: For pipe network show in figure, find the rate of flow of water in each pipe. Assume C=120 for

A: Given Data:C=120Discharge for each pipeLength of each pipe diameter of each pipe

Q: Water flows from the rectangular outlet as shown in the figure. Estimate the flow rate per unit…

A: The pipe flow always follows Bernaullis Equation i.e discharge at all the section will be equal. But…

Q: H D

Q: Two reservoirs A and B, feed a third reservoir C as shown in the figure. Calculate the flow in each…

A: We have to calculate the value of flow in each pipe assuming constant reservoir water levels given…

Q: Water flows from the rectangular outlet as shown in the figure. Estimate the flow rate per unit…

Q: For the pipe network shown, the flow of water from A to the first junction is 2 cubic feet per…

A: Given -

Q: Problem 4 Solve Problem 15.29 in the textbook. This is a 3-reservoir problem. Draw a sketch of the…

A: Step: 1 Reservoir is large lake in a particular area, city where water is stored for various…

Q: 3250 ft of 12 in 2 2750 ft of 21 in 2250 ft of 10 in 4750 ft of 27 in A 1 + B 3 -- C 5 D 2750 ft of…

Q: A flow distribution network is shown in Figure B. Use Darcy's Weisbach equation to calculate the…

A: Assume the distributed flow: Total inflow is equal to total outflow.

Q: In the figure shown pipes are in parallel connection with properties given. If the flow into the…

Q: 3) Determine the amount of flow into or out of each reservoir in the pipe system as described on the…

Q: 1. Water at 10°C is flowing at 0.075 m3/s. Calculate the weight flow rate and the mass flow rate.

Q: The circular water pipes shown in the sketch are flowing full. The velocity of flow (in m/s) in the…

A: Given data- At section P-VelocityVp=6 m/sDiameter Dp=4 mAt secton Q-VelocityVQ=5 m/sDiameter DQ=4…

Q: Water is designed to flow in a HDPE pipe of length 267 m as shown in the figure in Problem 10. The…

Q: A water pipe having a 2.33 cm inside diameter carries water into the basement of a house at a speed…

Q: Water flows at a rate of 0.25 m3/min in a horizontal pipe of varying cross-sectional areas.…

A: Discharge through varying section is given and it has been asked to determine velocity at 0.06 meter…

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 amount of flow into or out of each reservoir in the pipe system as
described on the table. Use n=0.011 for all pipes.
Pipe
Length
(m)
Reservoir to
Elevation
Connecting
pipe
supply/discharge
(m)
Diameter
(ст)
A
30
1
30
1200
B
24
2
20
900
C
15
3
15
1500

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 discharge of 600 liters/sec flows through a pipe having a diameter of 400 mm., length of 40 m. long. Compute the head loss of the pipeline using Mannings Equation with n = 0.013. Do not write the unit. You will only input the numerical answer in the space provided. Unit of the Correct Answer: m Decimal Places required in the final answer: 3
Question 1: Determine the flows in the netw ork shown in Fig Q1, neglecting minor losses. Data: Pipe АВ BC BD ВЕ EF EG Length (m) 10 000 3 000 4 000 6 000 3 000 3 000 Diameter (mm) 450 250 250 350 250 200 Roughness of all pipes, Ks = 0.03 mm - 150 A 100 80 - 75 Figure Q1 60 G
Homework 4- A pumped water transmission line is shown in figure below. For all pipes diameter is 400mm f=0.02 Length of pipes AB, BC and BD are 1000m, 2000m and 2000m, respectively. Compute the flow rates in pipes AB, BC and BD. 1) the pump is not in operation and 2) the pump is in operation. Q (It/s) Нр (m) 100 200 300 400 500 50 48 45 41 36 30 210m 205m 200m 190m D Pump B А
... L = 700m 2 4 D = 45cm L = 800m D = 40cm L = 600m L = 700m D = 35cm D = 35cm 1 A L = 700m В D = 40cm L = 1200m D = 40cm Water is flowing from point A to point B in the system shown in the figure. All the corresponding length and diameter of each pipe is shown. Assuming that each pipe has n=0.011 and head loss from point A to B is 30m, determine the a) discharge at pipe 1 b) discharge at pipe 3 c) discharge at pipe 5 A Q3 = 0.160 cu.m/s B) Q1 = 0.253 cu.m/s 3.
2.2 m/min The figure represents a simplified pipe 305 mm Infiow 1000 m 25 m /min network. Flows for the area have been disaggregated to the nodes, and a major fire flow has been added at node G. 25+ m/min The water enters the system at node A. 250 mm a.5 m/min 1100 m 8 200 mm 500 m Pipe diameters and lengths are shown on the 2.0 figure. 200 mm E 500 m 1.5 m /min Find the flow rate of water in each pipe using the Hazen-Williams equation with Crw F = 100. Carry out calculations until the 305 mm 1100 m G corrections are less then 0.2 m/min. 2.3m/min 14 m/min 305 mm 305 mm 1250 m w 0001 405 mm 1250 m 355 mm 355 w 009 w 00 ww 002 C w 00
Oricul Q3: Three pipes (A, B and C) are interconnected as shown in figure (3). Determine the flow rate in each pipe. The pipes characteristics are given as follows: Pipe L (m) D (mm) f A 610 152 0.020 B 488 102 0.032 C 1220 203 0.024 Good Luck -re (2) Water qure (3) EL=7om A B EL-15m
Q2) i Neglecting minor losses in the pipe, determine the flows in the pipes and 0 the pressure heads at the nodes (kinematic viscosity= 1.13x104m?¥s) F E n I I 30 Data Pipe Ab BC O DE EF AF BE Lengeh (m) 600 600 200 600 600 200 200 Diameter (wm) 250 150 100 150 150 200 100 Roughness size of all pipes = 0.06 mm Pressure head elevation at A = 70 i o.d. Elevation of pipe nodes A 5 c D L ® 028 0 20 2 2
In the pipe systems (a), (b), and (c) in the Figure, find the flow and velocity in each pipe and the pressure at points A. Assume all nodes are at identical elevations. m/min 20 m/min 20 m /min P- 1000 kP Sm/min 1500 m 1000 m 455 mm 405 mm 1000 m 405 mm 800 m 255 mm 300 m305 mm 300 m 205 men 1100 m 305 mm 1000 m 305 mm A500 m 205 mm 10 m/min 5m/min 10m3/min 5 m/min 15 m /min 5m/min Elev 300 m 405 mm 2000 m 150 2000 m Elev 250 m 5m/min 10 im/min 6 m/min 205 mm 205 mm 2000 m A 2000 m le) 000
Water flows through a 300mm diameter pipe at a velocity Of 3.00 m/s. Determine the weight flow rate in N/s. Do not write the unit. You will only jnput the numerical answer in the space provided. Unit of the Correct Answer: N/s O 9810.000 O 2,080.284 O 8829.000 1202.284
Q2) The network shown in Fig. using Hardy Cross method, find the discharge flow through cach pipe. All data of pipes in table below. Pipe No. AB ВС AC CD AD 100 L/s D(mm) 600 400 200 300 200 L (m) 300 250 250 300 250 30L/s 20 L/s 0.021 0.02 0.022 0.018 0.021 50 L/s
Three pipes 1,2 and 3 connect three reservoirs A, B and C, respectively, and meet at junction D. The elevation of A is 300 m while that of C is 277m. The rate of flow out of the reservoir B is 560Lit/sec. Pipe Length (m) Diameter (mm) Friction Factor 1 1200 800 0.0175 2 800 450 0.0208 3 1800 500 0.0183 Which of the following nearly gives the rate of flow in pipe 1? a. 45.91 L/s b. 122 L/s c. 459.78 L/s d. 514.09 L/s Which of the following nearly gives the rate of flow in pipe 3? a. 100.22 L/s b. 45.91 L/s c. 459.78 L/s d. 514.09 L/s Which of the following nearly gives the elevation of reservoir B? a. 360.55 m b. 336.67 m c. 323.37 m d. 3.90 m
Q=100 60 A triangular piper network is shown in the The head loss in 2 = 40 with the variables expressed in a each pipe is given by hf=rQ"8 consistent set of for the pipe BC is 2. at the units. The value of r for the pipe fig. the pipe AB is I and If the discharge supplied point A (ie. 100) is equally divided between Cup to 2 the pipes AB and AC, the value of decimal places I for the pipe AC should be