Could you please solve the follwing question?Start the solution by Assuming a value of f to calculate the corresponding D Example 4.3A concrete pipeline is installed to deliver 6 m'/sec of water (10°C) between two reservoirs 17 km:If the elevation difference between the two reservoirs is 12 m, what is the required pipe size?apart.

Given that: Discharge through the pipeline, Q=6 m3/s at 10°CDistance between the two reservoirs,…

Example 4.3 A concrete pipeline is installed to deliver 6 m³/sec of water (10°C) between two reservoirs 17 km apart. If the elevation difference between the two reservoirs is 12 m, what is the required pipe size?

Example 4.3 A concrete pipeline is installed to deliver 6 m³/sec of water (10°C) between two reservoirs 17 km apart. If the elevation difference between the two reservoirs is 12 m, what is the required pipe size?

Traffic and Highway Engineering

5th Edition

ISBN:9781305156241

Author:Garber, Nicholas J.

Publisher:Garber, Nicholas J.

Chapter16: Highway Drainage

Section: Chapter Questions

Problem 13P

See similar textbooks

Related questions

Q: Part A The cord passing over the two small pegs A and B on the board is subjected to a tension of 10…

Q: Problem 1) Given that the angle of friction is 20° at all contact surfaces, determine: a. the…

A: "Since you have posted multiple questions. We will solve the first question for you. To get the…

Q: The waterline section of a barge is as shown. X1 X2 centroid Am 1B.C m 4.D m a) Calculate the total…

Q: Solve the following: Problem 1: Determine the uniform flow through a trapezoidal concrete lined…

Q: (1) 4#7 12" 18.5" 2.5 fó= 4000 psi NWC Grade 60 Steel. & Mn = ?

A: As per Bartleby's guidelines we are supposed to answer only first question. Kindly repost other…

Q: 1. For the beam and the loads shown in the accompanying figure, find (a) the maximum reaction at C…

A: Consider the free body diagram;

Q: Four cars each weighing 2,150 pounds (with passengers & freight) are loaded onto a 40 foot long by…

A: Given Data, vehicle barge size: l= 40 ft b = 20 ft Now, the density of water is 62.43 lb/ft3 is…

Q: Problem 1 Refer to the soil profile in the figure below. Given H,= 4m and H₂=3m; a) Calculate the…

A: Note :Since you have asked multiple questions, we will solve the first question for you. If you want…

Q: Using the following notes, what is the elevation of BM,4? | Station BS FS Elev. BM12 4.64 209.65…

A: Using Height od the instrument method;HI1=Elv1+BM1Elv2=HI1-FS2Example:at BM12HI=209.65+4.64=214.29at…

Q: find the value of k so that the given DE will become exact. The given Differential equation is…

Q: 3. A reverse curve shown having radius of R1 = 400m and R2 = 200m long is to connect the two…

A: To Determine a. the central angle of the second curve. b. The central angle of the first curve. c.…

Q: Potential function is given as p = x² + y2. What will be the stream function (4) with the condition…

A: Given- potential function-ϕ=x2-y2It is needed to find the stream function ψ@x=y=0

Q: 2- A tensile test specimen of stainless steel alloy having a diameter of 0.495 in. and a gage length…

A: Note:- Hi! Thank you for the question, As per the honor code, we are allowed to answer three…

Q: Water is running through a cast iron pipe of diameter 750mm at 10MPA. Calculate the thickness of the…

A: Given that Diameter (d) = 750 mm maximum permissible stress ( N ) = 120MPa…

Q: Water flows through a 90° bend in a horizontal plane as depicted in the figure. F₂ 90° y π P₁ A…

A: Given- Pressure at section 1-1 P1=140 kPaInlet dia d1=27π cmnozzle dia at section 2-2 d2=14π cmg=10…

Q: Problem 4: A barge shown in the figure carries 290KN/m and 580KN/m loads. a. Find the total length,…

A: Barge remains horizontal so,∑ Fy=0290×3+580×3=qLqL=2610......1

Q: PROBLEM 2: The L-shaped retaining wall shown retains soil on the right side and water on the left…

Q: answer asap divide the figure, know the x and y each figure. plz illustrate the x and y of each…

Q: Fill in the blanks: Solve for the reactions at the support of the given beam and loadings. 50 lb/ft…

A: Given that......

Q: A boy is playing on a playground ride as shown below. The boy is holding onto a rope as the platform…

Q: Following data were obtained from the stability analysis of a concrete gravity dam. Total…

A: Given data- Total overturning moment about toe Mo = 3 × 105 ton-m. Total resisting moment about toe…

Q: IV. Influence Lines (Truss) Problem 6. Draw the influence line for the force in member FE of the…

Q: A :51°23' AB 713.93 ft N 67°11' E В 105°39' ВС 606.06 ft A C = 78°11' CD 391.27 ft %D D = 124°47' DA…

A: Bearing is defined as the angel used in surveying for the instrument or the object. Surveying is a…

Q: B. From a transit line to the edge of the river, a series of perpendicular offsets are taken. These…

Q: Please explain how to calculate a/A for the (delta e)/(delta E) values when you get to that part in…

A: Given that:For the following hypothetical watersheds, compute the hypsometric curve an compute…

Q: 1. The mast hinged at B was used to lift the load W. 1.1. 1.2. 1.3. Neglecting the weight of the…

A: Given Data 1.1 Neglecting the weight of the mast, what is the Resultant force at B if W = 24 KN.…

Q: 6–81. The hoist supports the 125-kg engine. Determine the force the load creates in member DB and in…

Q: The following problems are given to assess your ability to solve problems on equilibrium of force…

Q: Draw the Shear force and Bending moment Diagrams for the following beam. P kN/m Hinge A D B 4m 2m 2m

A: (1) Draw the free body diagram of section BD.

Q: (X)f 7-8 = (r)f %3D t – x = (x)f = (1)/ Hind a formula for a rational fundtion that has a vertical…

Q: A prestressed concrete rectangular beam 500mm. by 750 mm. has simple span of 7:30 m and is loaded by…

A: Width of the beam, b = 500 mmDepth of the beam, d = 750 mmSpan of the beam, L = 7.30 mUniform load =…

Q: #2 Determine the equations of the elastic curve using the coordinates x₁ and x2, specify the slope…

Q: 2. Compute for the moment of inertia about xo and yo of the following figures. a) b) 25 mm I 100 mm…

Q: 1. The length of a spiral curve is 80m with a radius of 280m at the central curve. a. Determine the…

A: Radius of curve(R)=280m Length of spiral curve (Ls)=80m

Q: (3) #4 at 8" O.C. 4#8 12" 13" 6" 15" fó= 3000 psi NWC Grade 60 steel & M₁ = ? Tied Bars

A: According to the guidelines, it is requested to post the second question separately. As=4(0.79)=3.6…

Concept explainers

Material Properties

Construction in civil engineering demands high strength, durability, and longevity. These targets can be achieved by better design and analysis, along with the correct choice of materials. Different materials have different properties and hence, they respond and performs differently under the various condition of external loadings. It is therefore a critical task of an engineer to select the right material based on the property that the material is supposed to function in real-time. When speaking about the property, there are different categories of material properties like chemical property, physical property, mechanical property, electrical property, magnetic property, thermal property, etc. These material properties form the basis of material selection in various applications.

Question

Could you please solve the follwing question?

Start the solution by Assuming a value of f to calculate the corresponding D

Example 4.3
A concrete pipeline is installed to deliver 6 m'/sec of water (10°C) between two reservoirs 17 km:
If the elevation difference between the two reservoirs is 12 m, what is the required pipe size?
apart.

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

Trending now

This is a popular solution!

Step by step

Solved in 2 steps

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

i need solution in 5 min
The existing configuration for a water distribution system is presently considered inefficient. A secondary pipe was laid to accommodate a new development which fell through. You are asked to evaluate the possibility to replace the entirety of the pipes from figure 3 between points A and C by only 1 equivalent pipe. The capacity and head loss must be the same for this new pipe. Experimental gages installed within the pipes let you know that the head loss in pipe #3 is 3m. You can neglect singular head loss. A Figure 3 f₁ = 0.02 D₁ = 0.15 m 4₁ = 600 m 1 B f₂ = 0.018 D₂ = 0.10 m L₂ = 600 m f3 = 0.02 D3 = 0.15 m L3 = 400 m 3 2 C
ANSWER ASAP. NEED THE ANSWER IN 1 HOUR. WILL UPVOTE
a horizontal 24" pipeline carries oil of sp gr. 0.825 flowing at a rate of 15.7 cfs. Each of four pumps required along the line is the same, i.e., the pressure on the suction side and on the discharge side will be -8.0 psi and +350 psi, respectively. If the lost head at the discharge stated is 6.0 ft for each 1000 ft of pipe, how far apart may pumps be placed? Ans. 167,000 ft
A 600 mm diameter pipe 900 m. long connected in series to a 40 cm diameter pipe, 625 m long is to take water from a reservoir with water surface elevation of 182.5 m and discharge it through a 15 cm diameter nozzle at elevation 60 m. The pipeline is to be constructed so that at point A, 1370 m. from the reservoir (along the pipeline), the pipe shall be 3.0 m below the hydraulic gradient. Compute for the discharge. Determine the power available in the jet of the nozzle. What will be the elevation of the pipe at A? Use f = 0.025 in all pipes and neglect minor losses.
While planning a future expansion, a water distribution pipe will be replaced as shown in Figure 2. The current plan is for the new configuration to have the same head-loss between points A and B once the new pipes are laid. Considering that the physical characteristics of these new pipes will be identical to the previously laid pipe (L, D, CHW), (A) what will the new operational flow be? After years of wear and tear while operating above the required flow, the pipes have prematurely degraded. The Hazen-Williams coefficients have dropped to: CHW₁= 130, CHW2= 135, CHW3= 125. You must now (B) quantify the head-loss between points A and B for an operational flow of 200 l/s. A -▬▬▬▬▬▬▬▬▬▬▬▬▬▬ LA-B = 150 m D = 0.15 m Qoperational =50 1/s CHW= 150 B ▬▬▬▬▬ A ▬▬▬▬▬▬ Pipe 1 Pipe 2 Pipe 3 Figure 2 Initial (left) and future (right) pipe configuration B
Fluid Flow in Pipes A 4km long pipeline, 88 cm in diameter connects two fresh water open reservoirs A and B, with water surface elevations at 75m and 50m respectively. In order to increase the rate of flow between the reservoirs by exactly one third, the assigned engineering team decided to lay an additional pipeline with the same diameter from the upper reservoir. The 2nd pipeline is to lie parallel to the original pipeline with length L (from the upper reservoir to a certain point in the 4km pipeline) which produces this increase in flow. If roughness coefficient is 0.018, determine the a. weight flowrate of the original pipeline (original system) b. mass flowrate of the additional pipeline c. length L of the second pipeline measured from the upper reservoir
Since there is a need to supply more water from reservoir A to reservoir B, it is necessary to lay an additional pipe parallel to it. The existing pipe is 0.6m in diameter with a discharge of 0.5m³/sec between the two reservoirs and 6000m long. Assume f = 0.02 %3| for the old pipe and f = 0.25 for the additional pipe. Determine the following: %3D a. If the additional pipe will have a discharge of 0.65m³/sec of the same length and the head difference between the two reservoirs is constant, find the pipe diameter. ANSWER: h= 25m Existing Pipe Q=0.50m³/sec D = 0.697 m в Additional Pipe b. If the additional pipe of 0.6m in diameter is laid out from the original pipe at its midpoint towards reservoir B, find its capacity. Assume f = 0.02. Also solve for the change in the %3D flow or discharge from A to B. ANSWER: Existing Pipe h=25m QA = 0.7232m/s, QB = 0.3923m³/s, %3D AQ = QA – Q = 0.5271m³/s %3D | в `Additional Pipe
Pipeline AB connects two reservoirs. The difference in elevation between the two reservoirs is 33 ft. the pipeline consists of an upstream section, D1= 30 in and L1 = 5000 ft and a downstream section, D2 = 21 in and L2 = 3500 ft. The pipes are concrete (f=0.016) and are connected end to end with a sudden reduction area. Compute the discharge capacity.
I need the correct answer and as soon as possible please
will appreciate it very well!
I need the answer quickly