1. The flow from A to B (pipe 1) is 0.825 cu. m/s. Pipe AB is connected to two parallel branch pipes (pipe 2 and pipe 3) and finally joins at junction C and then connected to pipe CD. Use f = 0.022. 3ر2 PIPE 1 2 3 4 LENGTH (m) Diameter (mm) 3 000 2 200 3 200 2 800 300 200 300 400 0.30 20 (0.022 (0.20 0.022) (2 (0.30 10)5 3. 2. Oil of specific gravity 0.80 flows in a 200 mm diameter pipe. Find the critical velocity. Use μ =8.14 x10^-6 Pa-s. Pipe 1, 2 and 3 are 300 m, 150 m, and 250 m long; and 25 cm, 12 cm and 20 cm diameter with friction fraction equal to 0.019, 0.021 and 0.02 respectively and are connected in series. If the difference in elevation of the ends of the pipe is 10 m, what is the rate of flow? Neglect minor losses. sal sexlan 4. Water flows through a pipe 600 mm diameter in which the inlet is 4.3 m and the outlet is 9.08m above the datum where v₁ = V₂ = 1.2 m/s and the pressure is 280 KPa and 200 KPa respectively. Determine the total head loss between 1 and 2. ^ - 001) (3200) h^

1. The flow from A to B (pipe 1) is 0.825 cu. m/s. Pipe AB is connected to two parallel branch pipes (pipe 2 and pipe 3) and finally joins at junction C and then connected to pipe CD. Use f = 0.022. 3ر2 PIPE 1 2 3 4 LENGTH (m) Diameter (mm) 3 000 2 200 3 200 2 800 300 200 300 400 0.30 20 (0.022 (0.20 0.022) (2 (0.30 10)5 3. 2. Oil of specific gravity 0.80 flows in a 200 mm diameter pipe. Find the critical velocity. Use μ =8.14 x10^-6 Pa-s. Pipe 1, 2 and 3 are 300 m, 150 m, and 250 m long; and 25 cm, 12 cm and 20 cm diameter with friction fraction equal to 0.019, 0.021 and 0.02 respectively and are connected in series. If the difference in elevation of the ends of the pipe is 10 m, what is the rate of flow? Neglect minor losses. sal sexlan 4. Water flows through a pipe 600 mm diameter in which the inlet is 4.3 m and the outlet is 9.08m above the datum where v₁ = V₂ = 1.2 m/s and the pressure is 280 KPa and 200 KPa respectively. Determine the total head loss between 1 and 2. ^ - 001) (3200) h^

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)

5th Edition

ISBN:9781305084766

Author:Saeed Moaveni

Publisher:Saeed Moaveni

Chapter6: Fundamental Dimensions And Units

Section: Chapter Questions

Problem 48P

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Concept explainers

Unit Conversion

Standard units are also called SI units. SI units are used for measuring a physical quantity satisfying certain conditions. There are two types of units: fundamental units and derived units. Fundamental units are physical quantities that are independent, that is, they do not depend on other quantities like mass, length, or time. There are plenty of quantities in our lives which need to be measured and compared. Measuring is the comparison of a particular physical quantity with its reference value. A unit is a measure of a fixed physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with.

Question

Answer 3,4

1. The flow from A to B (pipe 1) is 0.825 cu. m/s. Pipe AB is connected to two parallel branch pipes (pipe 2 and pipe
3) and finally joins at junction C and then connected to pipe CD. Use f = 0.022.
3ر2
PIPE
1
2
3
4
LENGTH (m) Diameter (mm)
3 000
2 200
3 200
2 800
300
200
300
400
0.30
20 (0.022
(0.20
0-022) (3
2) (2,800
10)5
3.
2. Oil of specific gravity 0.80 flows in a 200 mm diameter pipe. Find the critical velocity. Use μ = 8.14 x10^-6 Pa-s.
Pipe 1, 2 and 3 are 300 m, 150 m, and 250 m long; and 25 cm, 12 cm and 20 cm diameter with friction fraction
equal to 0.019, 0.021 and 0.02 respectively and are connected in series. If the difference in elevation of the ends
of the pipe is 10 m, what is the rate of flow? Neglect minor losses.
salsocial
4. Water flows through a pipe 600 mm diameter in which the inlet is 4.3 m and the outlet is 9.08m above the datum
where v₁ = V₂ = 1.2 m/s and the pressure is 280 KPa and 200 KPa respectively. Determine the total head loss
-
001) (3200)
between 1 and 2.
^
ha

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