Consider a 12-inch diameter steel pipe (k; = E = 1.5 x 10* ft) which has water flowing under pressure betweensection 1 and section 2. The length between the two sections is 2500 feet. The elevation of section 1 is z1 = 75feet and the elevation of section 2 is z2 = 200 feet. The temperature of the water is 60°F. The flow is 2000gallons per minute (gpm). The pressure head at section 1 is yı = 225 feet.Determine:a) the flow Q in cubic feet per second (cfs)b) the cross-sectional area A of the flow (ft?)c) the velocity v of the flow in feet per second (fps)d) the total energy Hi in the water at section 1 in feete) the Reynolds numberf) the Darcy-Weisbach friction factor f using k; = 1.5 x 10+ ft for steel pipe8) the pipe constant Kpipe for friction head loss using the Darcy-Weisbach equation with flow Q in cfs andpipe diameter D in feet.h) the head loss due to friction in feet between section 1 and section 2 using the Darcy-Weisbachequation with k; = 1.5 x 104 fti) the pressure head y2 at section 2 in feeti) the pressure p2 at section 2 in pounds per square-inch gage (psig)k) the pipe constant Kpipe for friction head loss using the Hazen-Williams equation with a roughnesscoefficient C = 125, flow Q in cfs, and pipe diameter D in feet.I) the head loss due to friction in feet between section 1 and section 2 using the Hazen-Williams equationwith C = 125

NOTE : Since you have posted a question with multiple sub-parts, we will solve the first three…

Consider a 12-inch diameter steel pipe (ks = E = 1.5 x 10* ft) which has water flowing under pressure between section 1 and section 2. The length between the two sections is 2500 feet. The elevation of section 1 is zı = 75 feet and the elevation of section 2 is z2 = 200 feet. The temperature of the water is 60°F. The flow is 2000 gallons per minute (gpm). The pressure head at section 1 is yı = 225 feet. Determine: a) the flow Q in cubic feet per second (cfs) b) the cross-sectional area A of the flow (ft?) c) the velocity v of the flow in feet per second (fps) d) the total energy Hi in the water at section 1 in feet e) the Reynolds number f) the Darcy-Weisbach friction factor f using k; = 1.5 x 10* ft for steel pipe g) the pipe constant Koje for friction head loss using the Darcy-Weisbach equation with flow Q in cfs and

Consider a 12-inch diameter steel pipe (ks = E = 1.5 x 10* ft) which has water flowing under pressure between section 1 and section 2. The length between the two sections is 2500 feet. The elevation of section 1 is zı = 75 feet and the elevation of section 2 is z2 = 200 feet. The temperature of the water is 60°F. The flow is 2000 gallons per minute (gpm). The pressure head at section 1 is yı = 225 feet. Determine: a) the flow Q in cubic feet per second (cfs) b) the cross-sectional area A of the flow (ft?) c) the velocity v of the flow in feet per second (fps) d) the total energy Hi in the water at section 1 in feet e) the Reynolds number f) the Darcy-Weisbach friction factor f using k; = 1.5 x 10* ft for steel pipe g) the pipe constant Koje for friction head loss using the Darcy-Weisbach equation with flow Q in cfs and

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: 2. Water flow from A to E through the pipe shown. It is known that the flow in pipe 4 is 450 L/s,…

A: Solution:Given:The flow in pipe 4 is Q4=450L/sThe pressure head or head loss at pipe 1 is hf1=62mThe…

Q: As shown in the figure below, the smaller pipe is cut off a short distance past the reducer so that…

Q: From section 1 at p₁-750 kPa, water flows through a galvanized iron pipe of 50 mm inside diameter…

A: Given, P1 = 750 kPa D = 50 mm L = 40 m Q = 0.015 m3/s

Q: 8-62 A horizontal pipe has an abrupt expansion from D₁ = 8 cm to D₂ = 16 cm. The water velocity in…

A: We have to find out the downstream pressure P2 and error if bernoulli's equation is used .

Q: Water (density = 1.94 slugs/ft³; kinematic viscosity = 0.000011 ft²/s), is pumped between two…

A: Solution: Apply the Bernoulli equation between points 1 and 2 located at the water surface elevation…

Q: Prob.13. Two pipes of length 2500 m each and diameters of 80 cm and 60 cm respectively, are…

Q: 4. The water discharge through the 200 mm pipe shown is throttled to a velocity of 2.4 m/s by means…

A: delivery pipe diameter= 200 mmsuction pipe diameter = 300mlength of suction pipe = 30 mvelocity =…

Q: Water flows from the tank shown in the figure below. At a depth of 1.5 ft the rate of change of…

A: Total length of pipe= 18ftDiameter of pipe = 0.4 inFriction factor = 0.03Loss coefficient For…

Q: 8.24 Water flows downhill through a 3-in.-diameter steel pipe. The slope of the hill is such that…

Q: Water flows in a pipe of 1-in. diameter at a temperature of 70°F. The pressure values at points 1…

A: Piezometric head at point 1 is given by ;Piezometric head at point 2 is given by ;The water flows…

Q: P1 =346 kPa D; =0.12 m P2 107 kPa D2 43 m

Q: A 25 cm circular pipe carries 2536.06 gpm of water under a pressure of 200 pa. The pipe is laid at…

Q: 4) Water flows through a contraction section as shown. A pressure gage connected between the…

Q: c) A reservoir of water is connected to a 12 inch diameter pipe 50 feet long and capped at the end.…

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

Concept explainers

Friction

Friction is defined as the force that prevents any solid surface, any layer of fluid, or any kind of element or material from sliding.

Question

100%

Consider a 12-inch diameter steel pipe (k; = E = 1.5 x 10* ft) which has water flowing under pressure between
section 1 and section 2. The length between the two sections is 2500 feet. The elevation of section 1 is z1 = 75
feet and the elevation of section 2 is z2 = 200 feet. The temperature of the water is 60°F. The flow is 2000
gallons per minute (gpm). The pressure head at section 1 is yı = 225 feet.
Determine:
a) the flow Q in cubic feet per second (cfs)
b) the cross-sectional area A of the flow (ft?)
c) the velocity v of the flow in feet per second (fps)
d) the total energy Hi in the water at section 1 in feet
e) the Reynolds number
f) the Darcy-Weisbach friction factor f using k; = 1.5 x 10+ ft for steel pipe
8) the pipe constant Kpipe for friction head loss using the Darcy-Weisbach equation with flow Q in cfs and
pipe diameter D in feet.
h) the head loss due to friction in feet between section 1 and section 2 using the Darcy-Weisbach
equation with k; = 1.5 x 104 ft
i) the pressure head y2 at section 2 in feet
i) the pressure p2 at section 2 in pounds per square-inch gage (psig)
k) the pipe constant Kpipe for friction head loss using the Hazen-Williams equation with a roughness
coefficient C = 125, flow Q in cfs, and pipe diameter D in feet.
I) the head loss due to friction in feet between section 1 and section 2 using the Hazen-Williams equation
with C = 125

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 : Data

VIEW

Step 2

VIEW

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 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

A pipe carrying water tapers from a diameter of 600 mm at 'A' to a diameter of 200 mm at 'B'. At 'A' the mean velocity is 0.6 m/s and the gauge pressure is 450 kPa. Assuming friction effects are negligible, determine the pressure at 'B' which is 10.0 m above 'A'. $600mm B 10m Ø200mm
Two pipes A and B are connected in series diameter and length equal to 400mm 200m and 600mm,300m respectively. Water flows in pipe 300L/s. The difference of elevation between A and B is 5m. f= 0.02 for all pipes. Compute a. Head loss due to friction B.change in pressure between A and B
Please solve showing sketch please
do not do the frist one plz
Water flows in a steel pipe (e = 0.00020 feet) at a flow Q = 12.5 cfs. The diameter of the pipe is D = 18 inches and the length of the pipe is L = 2,500 feet between section 1 and section 2. The elevation at section 1 is z = 100 feet above the datum. The elevation at section 2 is z2 = 75 feet above the datum. The temperature of the water is 70°F. The kinematic viscosity of the water is 1.06 x 10° ft/s. The pressure at section 1 is p1 = 90 psig (pounds per square inch gage). a) Determine the velocity v in feet per second (fps). b) Determine the Reynolds number Re. c) Classify the flow based on the Reynolds number Re. d) Determine the Darcy-Weisbach friction factor f. e) Determine the friction head loss hfäic in feet in the pipe between section 1 and section 2. f) Determine the pressure p2 in psiq at section 2.
The flowrate of the flow is 0.20 + a/10 m3 /s in a pipe placed on a horizontal plane. The pipe diameters are D1= 0.30 m and D2= 0.20. Please find the force acting to the pipe by the flow. The gauge pressure at (1) is p1 =200 + b*10 kN/m2 . (g=9,81 m/s2, g=10kN/m3 ) a= 4 b=3