Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
Water (60°F) is running through Schedule-80 PVC pipe whose size changes gradually from 6-in nominal at Point A (elevation: 40 ft) to 12-in nominal at Point B (elevation: 60 ft). The pressure at Point A is measured as 15 psi (absolute), and the pressure at Point B is measured as 10 psi (absolute). All the minor and frictional losses are negligible. No pumps or turbines are between Point A and Point B. What is the direction of the flow? What is the flow rate (in ft3/s)? Use the following table as your reference. NOMINAL PIPE SIZE 1/8 1/4 3/8 1/2 3/4 1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 5 6 8 10 12 OUTSIDE DIAMETER 0.405 0.540 0.675 0.840 1.050 1.315 1.660 1.900 2.375 2.875 3.500 4.000 4.500 5.563 6.625 8.625 10.750 12.750 O 2.864 cfs, from B to A. O 4.350 cfs, from A to B O 4.350 cfs, from B to A. O 2.864 cfs, from A to B PIPE SCHEDULES & WEIGHTS SCHEDULE 40 Wall Thick. 0.068 0.088 0.091 0.109 0.113 0.133 0.140 0.145 0.154 0.203 0.216 0.226 0.237 0.258 0.280 0.322 0.365 0.375 Wt. Per Ft. 0.245 0.425 0.568 0.851 1.131 1.679 2.273 2.718 3.653 5.793 7.576 9.109 10.790 14.620 18.970 28.550 40.480 49.560 SCHEDULE 80 Wall Thick. 0.095 0.119 0.126 0.147 0.154 0.179 0.191 0.200 0.218 0.275 0.300 0.318 0.337 0.375 0.432 0.500 0.500 0.500 Weight Per Ft. 0.315 0.535 0.739 1.088 1.474 2.172 2.997 3.631 5.022 7.661 10.250 12.510 14.980 20.780 28.570 43.390 54.740 65.420

Water (60°F) is running through Schedule-80 PVC pipe whose size changes gradually from 6-in nominal at Point A (elevation: 40 ft) to 12-in nominal at Point B (elevation: 60 ft). The pressure at Point A is measured as 15 psi (absolute), and the pressure at Point B is measured as 10 psi (absolute). All the minor and frictional losses are negligible. No pumps or turbines are between Point A and Point B. What is the direction of the flow? What is the flow rate (in ft3/s)? Use the following table as your reference. NOMINAL PIPE SIZE 1/8 1/4 3/8 1/2 3/4 1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 5 6 8 10 12 OUTSIDE DIAMETER 0.405 0.540 0.675 0.840 1.050 1.315 1.660 1.900 2.375 2.875 3.500 4.000 4.500 5.563 6.625 8.625 10.750 12.750 O 2.864 cfs, from B to A. O 4.350 cfs, from A to B O 4.350 cfs, from B to A. O 2.864 cfs, from A to B PIPE SCHEDULES & WEIGHTS SCHEDULE 40 Wall Thick. 0.068 0.088 0.091 0.109 0.113 0.133 0.140 0.145 0.154 0.203 0.216 0.226 0.237 0.258 0.280 0.322 0.365 0.375 Wt. Per Ft. 0.245 0.425 0.568 0.851 1.131 1.679 2.273 2.718 3.653 5.793 7.576 9.109 10.790 14.620 18.970 28.550 40.480 49.560 SCHEDULE 80 Wall Thick. 0.095 0.119 0.126 0.147 0.154 0.179 0.191 0.200 0.218 0.275 0.300 0.318 0.337 0.375 0.432 0.500 0.500 0.500 Weight Per Ft. 0.315 0.535 0.739 1.088 1.474 2.172 2.997 3.631 5.022 7.661 10.250 12.510 14.980 20.780 28.570 43.390 54.740 65.420

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
Question
Water (60°F) is running through Schedule-80 PVC pipe whose size changes gradually from 6-in nominal at Point A (elevation: 40 ft) to 12-in nominal at Point B (elevation: 60 ft). The pressure at Point A is measured as 15 psi (absolute), and the pressure at Point B is measured as 10 psi (absolute). All the minor and frictional losses are negligible. No pumps or turbines are between Point A and Point B. What is the direction of the flow? What is the flow rate (in ft³/s)? Use the following table as your reference. NOMINAL PIPE SIZE 1/8 1/4 3/8 1/2 3/4 1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 5 6 8 10 12 OUTSIDE DIAMETER 0.405 0.540 0.675 0.840 1.050 1.315 1.660 1.900 2.375 2.875 3.500 4.000 4.500 5.563 6.625 8.625 10.750 12.750 O 2.864 cfs, from B to A. O 4.350 cfs, from A to B O 4.350 cfs, from B to A. O 2.864 cfs, from A to B PIPE SCHEDULES & WEIGHTS SCHEDULE 40 Wall Thick. 0.068 0.088 0.091 0.109 0.113 0.133 0.140 0.145 0.154 0.203 0.216 0.226 0.237 0.258 0.280 0.322 0.365 0.375 Wt. Per Ft. 0.245 0.425 0.568 0.851 1.131 1.679 2.273 2.718 3.653 5.793 7.576 9.109 10.790 14.620 18.970 28.550 40.480 49.560 SCHEDULE 80 Wall Thick. 0.095 0.119 0.126 0.147 0.154 0.179 0.191 0.200 0.218 0.275 0.300 0.318 0.337 0.375 0.432 0.500 0.500 0.500 Weight Per Ft. 0.315 0.535 0.739 1.088 1.474 2.172 2.997 3.631 5.022 7.661 10.250 12.510 14.980 20.780 28.570 43.390 54.740 65.420
Transcribed Image Text:Water (60°F) is running through Schedule-80 PVC pipe whose size changes gradually from 6-in nominal at Point A (elevation: 40 ft) to 12-in nominal at Point B (elevation: 60 ft). The pressure at Point A is measured as 15 psi (absolute), and the pressure at Point B is measured as 10 psi (absolute). All the minor and frictional losses are negligible. No pumps or turbines are between Point A and Point B. What is the direction of the flow? What is the flow rate (in ft³/s)? Use the following table as your reference. NOMINAL PIPE SIZE 1/8 1/4 3/8 1/2 3/4 1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 5 6 8 10 12 OUTSIDE DIAMETER 0.405 0.540 0.675 0.840 1.050 1.315 1.660 1.900 2.375 2.875 3.500 4.000 4.500 5.563 6.625 8.625 10.750 12.750 O 2.864 cfs, from B to A. O 4.350 cfs, from A to B O 4.350 cfs, from B to A. O 2.864 cfs, from A to B PIPE SCHEDULES & WEIGHTS SCHEDULE 40 Wall Thick. 0.068 0.088 0.091 0.109 0.113 0.133 0.140 0.145 0.154 0.203 0.216 0.226 0.237 0.258 0.280 0.322 0.365 0.375 Wt. Per Ft. 0.245 0.425 0.568 0.851 1.131 1.679 2.273 2.718 3.653 5.793 7.576 9.109 10.790 14.620 18.970 28.550 40.480 49.560 SCHEDULE 80 Wall Thick. 0.095 0.119 0.126 0.147 0.154 0.179 0.191 0.200 0.218 0.275 0.300 0.318 0.337 0.375 0.432 0.500 0.500 0.500 Weight Per Ft. 0.315 0.535 0.739 1.088 1.474 2.172 2.997 3.631 5.022 7.661 10.250 12.510 14.980 20.780 28.570 43.390 54.740 65.420
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 3 steps

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Pressurized pipe flow
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.
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS