Please how your solution how to get the Q1= 0.3017 m^3/s , Q2= 0.1946 m^3/s , Q3= 0.3637m^3/s in the green box color. h₂=0.0826 (0.02)(800) Q₂²(0.400)h2=129.06 0₂²0.0826 (0.02)(700) 0,²(0.500)hrs = 37.00 Q₂²53.72 Q₁²=129.06 Q₂² = 37.00 Q₂²7.33 Q₁ = 11.36Q₂ = 6.08 Q₁ → Eq.)Q₁ Q₂ +Q30.86→E 9.2h =Q₁ = 0.3017 m³/sQ2 = 0.1946 m³/sQ3 = 0.3637 m³/s Pipelines 1, 2, and 3 are connected with parallel to each other with pipeline 1 having diameterof 450 mm, 600 m. long, pipeline 2, 400 mm diameter, 800 m long ad pipeline 3, 500 mmdiameter, 700 m long. The 3 pipes carry a combined discharge of 0.86 - Assuming f = 0.02for all pipes0.86450 mm Øhf600 m400 mm Ø800 m3 500 mm Ø700 mhf 1= hf 2= hf 30.0826 (0.02) (600) Q₁²2(0.450)5h₁₁ = 53.72 Q₁²0.86

pipe 1dia=450mmlength=600mpipe 2dia=400mmlength=800mpipe 3dia=500mmlength=700mf=0.02

Answered: Please how your solution how to get the…

Engineering

Civil Engineering

Please how your solution how to get the Q1= 0.3017 m^3/s , Q2= 0.1946 m^3/s , Q3= 0.3637m^3/s in the green box color.

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: Gas flows in a round conduit that tapers to a smaller diameter. D₁ = 1.1 m, D2 = 0.56 m,…

A: Given data -D1 = 1.1 mD2 = 0.56 m V1 = 16 m/s p1 = 2.0 kg/m3 p2 = 1.8 kg/m3 Find out - Mean…

Q: An 80-foot long plate girder (see below) is fabricated from a ½-inch x 78-inch web and two 3inch x…

A: Dead Load Live Load Concentrated Live Load Girder Length Flanges: Two Web: Steel Material:…

Q: How much service live load, in kN/m, can be supported? The member weight is the only dead load. The…

Q: Gasoline having a specific gravity of 0.8 is flowing in the pipe shown at a rate of 5 cfs. What is…

Q: A glass tube of 2.5 mm internal diameter isimmersed in oil of mass density 940kg/(m^3 to adepth of 9…

A: Diameter of tube = 2.5 mmMass density of oil = 940 kg/m3Depth = 9 mmPressure = 148 N/m2To Find :The…

Q: 5. Where is it located? A. A B. B 4m 2m 2m 7. Where is it located? A. A B. B 4. What is the highest…

Q: Segment A of the composite beam is made from 2014-T6 aluminum alloy and segment B is A-36 steel. The…

A: Given data,composite beam section simply supported beam is giventhe allowable bending stress for…

Q: The 7.2m simply supported beam is loaded with a uniform load Wu. It has an effective depth of 430mm…

A: Loading intensity, Wu N/mmlength of beam, L=7.2 mEffective depth, d=430 mmwidth, b=250 mm2 legged…

Q: A circular curve has a long chord of 80 m and a versed sine of 4 m. The height and ordinate at a…

A: Long Chrod = 80 mVersed sine = 4 mHeight and ordinate at a distance = 30 m from the mid - ordinate…

Q: 5. Determine the force and moment reactions at A for the beam which is subjected to the load…

A: A propped cantilever beam with an overhang portion is given.To this beam, the beam is loaded…

Q: Define the following properties of soil: • 1 Liquid Limit • 2…

Q: A beam is subjected to equal bending moments of M₂ = 30 kip-ft. The cross-sectional dimensions are…

A: A beam is subjected to equal bending moment, M = 30 k-ft, we need to find out the bending stress at…

Q: 1-For a footing located On Slope: B=4 ft, Hs=20 ft, c'=0, o'=35 deg., y=120 pcf and B=20 deg. Use…

A: To determine:Ultimate bearing capacity.

Q: Determine the internal normal force, shear force, and bending moment in the beam at points C and D.…

Q: a building will have a sitting wall on the north side of the building to allow for seating during…

A: wall height = 1.5 meter γdry = 18.3 kN/m^3 γbuoyant =11.5 Kn/m^3 γwater = 9.81 kN/m^3 Φ = 36…

Q: depth of 600mm and total depth of 650mm. It is reinforced with 4-32mm diameter bars for tension. fc'…

A: Width of the reinforced concrete beam (b): 300 mmEffective depth of the beam (d): 600…

Q: MEMBERS BE, CE, & BC BEST STARTING JT. FOR BE, CE, & BC IS AT JOINT E COMPLETE WORK WITH FBD

Q: Water (60°F) is running through Schedule-80 PVC pipe whose size changes gradually from 6-in nominal…

A: To solve this problem, we can use the Bernoulli equation, P + 1/2 * ρ * v² + ρ * g * z =…

Q: In the adjoining figure, use integration to find: a. The center of the area for the shaded…

A: To find: (a) Center of the area for the shaded region. (b) Center of the line…

Q: ● . . . A line has been measured 10 times with the results shown have already been corrected for all…

A: values of line measured 10 times 100.25, 100.26, 100.24, 100.25, 100.27, 100.23, 100.25, 100.28,…

Q: Fill out the blanks in following statement. The removal of substances from water is accomplished by…

Q: Determine W14 shape required to carry 1115 Kips using LRFD and ASD methods. Steel is Fy=50ksi.…

Q: reinforced beam will be provided with the reinforcing bars corresponding to 90% of the maximum…

A: (a) Estimation of steel areaThe steel area can be estimated using the following formula:Ast =…

Q: True False

A: Steel and RCC piles are used as friction piles.Whereas steel pipes provide good performance as…

Q: The 5-lb box is projected with a speed of 18.6 ft/s at A up the vertical circular smooth track.…

A: The weight of box W = 5 lb The box projected with speed Vo

Q: The dimensions of Chezy's coefficient, C, are Select an answer and submit. For keyboard navigation,…

A: The Chezy equation can be used to calculate mean flow velocity in an open channel and is normally…

Q: Determine the internal normal force at point C of the beam. Give your answer in N and to 3…

A: Given Loading UVL 200 to 400 N/mSpan 6 mTo find out Normal force at C

Q: Problem 2) Problem 5-3: What is the concentration of NH3 (in mg/L) of household ammonia that…

A: Household ammonia, which is also referred to as ammonium hydroxide (NH4OH), typically represents a…

Q: explanation and formula , Please do not copy paste the

Q: 1. Find the vertical deflection at the joint D of the pin jointed truss shown in Fig. 1.141. The…

A: Given:Required:Vertical deflection at D

Q: A C9×20 is to be used as a tension member (Figure 1). The channel is bolted to a ¾- inch gusset…

A: C9 x 20t = 3/8 inch db = 1 in

Q: Determine the cutting force Fexerted on the rod S in terms of the forces Papplied to the handles of…

Q: Prob 3. (A) Draw shear diagram and determine the maximum shear force (V). (B) Determine the maximum…

A: Determinea. Draw shear force diagram and determine maximum shear force. b. Maximum shear stress at…

Q: If the dynamic viscosity of a fluid is 0.5 poise and specific gravity is 0.5, then the kinematic…

A: Dynamic viscosity = 0.5 poise Specific gravity = 0.5 To Find :Kinematic viscosity?

Q: What are the possible Existing Traffic Variation?

A: Existing traffic variations can be influenced by various factors, and they can vary significantly…

Q: Determine the force in each member of the truss. State whether the members are in tension or…

A: Force in each member of truss.

Q: What do you think is the worst disaster in a construction project in the United States in recent…

A: When a disaster occurs in the construction process, it is an unforeseeable and often catastrophic…

Q: A 20m Fink Truss are spaced at 'S' meters o.c. the purlins are made up of C10X20 sections and are…

A: Fy = 248 MPaC10X20 properties: w = 29.76kg/mA = 3787.09 mm2 Ix = 32.84x106 mm4Iy = 1.17x106 mm4Zx =…

Q: 4. For the following schedule, draw the node network, perform the CPM calculations, mark the…

A: Given data,activity and duration is given in table FINDNetwork diagramcritical path,complete the…

Q: To dramatize the loss of energy in an automobile when it stops, consider a car having a weight of…

Q: 2-23

Q: The beam of negligible weight is supported by springs at point A and B. Spring A has a spring…

A: Given data - d1 = 2 m d2 = 2.5 m W = 600 N/m K1 = 800 N/m K2 = 1550 N/m Find out - a. Determine the…

Q: Consider the T-beam section below. The beam will not be subjected to any axial loads. The design…

Q: Determine the turning point of the curve.

A: The curve has a forward tangent of -8%The curve has a backward tangent of +5%The curve is 40 mThe…

Q: Draw the shear and bending-moment diagrams for the beam and loading shown. Also determine the…

A: An overhanging beam with uniformly distributed load and a point load.Beam sectionTo find:…

Q: What did you use for the axis y is the % finer but what is the x axis axis

A: Given:Required:Give the name of x and y axes used in the graph.

Q: grindstone

Q: Determine the internal moment at point C of the beam. Give your answer in N-m and to 3 significant…

A: Determine the internal moment at point C of the beam.

Q: m3 flows at a rate of 0.05 in a 20 cm diameter new cast-iron pipe. What would be the S ntage…

Q: Part A Determine the largest shear force V that the member can sustain. Express your answer in…

A: Given data - Maximum allowable shear stress = 9 ksi Find out - Largest shear force V ?

Concept explainers

Wind Energy

Wind energy is a renewable energy source that is used to generate electricity by wind power. The term, wind power, means utilization of kinetic energy of wind to generate electricity. Wind energy is termed renewable source energy because it can never be exhausted. There are other renewable energy sources, such as solar energy, geothermal energy, hydropower energy, and so on. All of them contribute to power the thermal energy stations to generate electricity.

Question

Please how your solution how to get the Q1= 0.3017 m^3/s , Q2= 0.1946 m^3/s , Q3= 0.3637m^3/s in the green box color.

h₂=
0.0826 (0.02)(800) Q₂²
(0.400)
h2=129.06 0₂²
0.0826 (0.02)(700) 0,²
(0.500)
hrs = 37.00 Q₂²
53.72 Q₁²=129.06 Q₂² = 37.00 Q₂²
7.33 Q₁ = 11.36Q₂ = 6.08 Q₁ → Eq.)
Q₁ Q₂ +Q30.86
→E 9.2
h =
Q₁ = 0.3017 m³/s
Q2 = 0.1946 m³/s
Q3 = 0.3637 m³/s

Pipelines 1, 2, and 3 are connected with parallel to each other with pipeline 1 having diameter
of 450 mm, 600 m. long, pipeline 2, 400 mm diameter, 800 m long ad pipeline 3, 500 mm
diameter, 700 m long. The 3 pipes carry a combined discharge of 0.86 - Assuming f = 0.02
for all pipes
0.86
450 mm Ø
hf
600 m
400 mm Ø
800 m
3 500 mm Ø
700 m
hf 1= hf 2= hf 3
0.0826 (0.02) (600) Q₁²
2
(0.450)5
h₁₁ = 53.72 Q₁²
0.86

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: Given data

VIEW

Step 2: calculate discharges

VIEW

Solution

VIEW

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

2. The flow from pipelines A to F is 300 lit/'s. Using a friction factor of 0.015 for all pipelines and with the properties listed below, compute a. the discharge at B b. the discharge at E c. the discharge at D d. headloss from 1 to 5 A Pipelines A TERREY B C D E 8 Length (m) 350 300 320 1100 550 650 Diameter (cm) 40 25 25 30 20 45
Pipelines 1, 2 and 3 are connected with parallel to each other with pipeline 1 having a diam. of 450 mm, 600 m long, pipeline 2, 400 mm diam., 800 m long and pipeline 3, 500 mm diam., 700 m long. the 3 pipes carries a combined discharge of 0.86 cum/sec. Assuming f = 0.02 for all pipes. -Compute the discharge of pipeline 1. -Compute the discharge of pipeline 2. -Compute the discharge of pipeline 3.
Pipes 1, 2 and 4 are connected in series with pipes 2 & 3 parallel to each other.Pipelines Diameter Length Friction Factor1 350mm 2500m 0.022 400mm 4000 m 0.023 300mm 2000 m 0.024 450mm 2500 m 0.02If the discharge of pipeline 2 is 0.05 m^3/s,1. Compute the rate of discharge of pipeline 32. Compute the rate of discharge of pipeline 43. Compute the total headloss of the pipe system
Pipelines 1, 2 and 3 are connected with parallel to each other with pipeline 1 having a diam. of 450 mm, 600 m long, pipeline 2, 400 mm diam., 800 m long and pipeline 3, 500 mm diam., 700 m long. the 3 pipes carries a combined discharge of 0.86 cum/sec. Assuming f = 0.02 for all pipes. Compute the discharge of pipeline 1. Use 3-decimal places. Compute the discharge of pipeline 2. Use 3-decimal places. Compute the discharge of pipeline 3. Use 3-decimal places.
Determine the discharge at pipeline 3 in lit/sec assuming f=0.02 for all pipes. 700 m 450mm diam. 0.86m3/s Pipe 2 800 m 400mm diam. Pipe 3 700 m 500mm diam. O 373 733 О 133 О 311
The water level at the back of a dam across a river is at constant elevation of 100 m. It supplies the necessary water for the operation of a certain plant 1 km downstream through a series of pipe connected in series as shown. At what elevation is the end of the pipeline placed if the discharge is 0.45 cum/sec? Use f = 0.02 and Kc = 0.01 for all pipes
A pipeline having a diameter of 250 mm has a rate of flow of 0.30 m³/sec. from point 1 to 2, with 2 lower than 1. A gate valve is connected at a point 3 near point 2. The elevation of point 2 is 100 m. O Compute the elevation of 1 when the gate valve at 3 is closed and the difference in pressure P2 - P1 = 78 КРа. ® Compute the head loss from 1 to 2 when the gate valve at 3 is open and the difference in pressure Ри- Р2%3D 160 kРа. 3 Compute the length of pipe from 1 to 2 if f = 0.020.
Fluid Flow in Pipes 2. The flow from pipelines A to F is 300 lit/s. Using a friction factor of 0.015 for all pipelines and with the properties listed below, compute a. the discharge at B b. the discharge at E c. the discharge at D d. headloss from 1 to 5 Pipelines A TEOREY B C D F Length (m) 350 300 320 1100 550 650 Diameter (cm) 40 25 25 30 20 45
The 6 inch pipeline as shown conducts water from a reservoir and discharges at a lower elevation through a nozzle which has a discharge diameter of 2 inch. The water surface in the reservoir (1) is at elevation 100 ft and the pipe intake ( 2 and 3) at elevation 80 ft and the nozzle ( 4 and 5 ) at elevation 0. The head losses are: from 1 to 2, 0 ft; from 2 to 3, 2 ft; from 3 to 4, 30 ft; from 4 to 5, 10 ft. Compute the discharge and make a table showing elevation head, velocity head, pressure head and total head at each of the five points.
Problem 7 - 64 Determine the flow in each pipe in the figure shown and the elevation of reservoir Cif the inflow to reservoir A is 515 Lit/sec. L El. ? C El. 90 m El. 90 m D 300m - 450 mm t= 0.03 El. 80 m 600m - 600 mm t-0.025 300m - 450 mm f0.03 900m- 450 mm 600m - 450 mm Fx 0.03
At a water-treatment plant, water (68ºF ) flows from tank A to tank B at a rate of 0.50 cfs through a 3-in, cast-iron pipe that is 200 feet long. Determine the difference in water surface elevation between tanks (open to the atmosphere) if there are two bends(R/D=2.0) and a fullyopen gate valve in the pipeline
Reservoirs A, B, and C are connected by pipelines 1, 2, and 3 respectively which meets at the junction D. Reservoir A is at elevation 80 m, reservoir B is at elevation 50 m, and reservoir C is at elevation 10 m. Diameter Length Friction Factor 400 mm 500 mm Pipe 1800 m 2000 m 1 0.02 2 0.025 3 800 mm 4000 m 0.03 a. Compute the discharge flowing out of reservoir A. b. Determine the discharge flowing in or out at reservoir B. c. Find the discharge flowing towards reservoir C.