Homework Answers
ANSWER:
Add Answer to:
Water flows steadily downwards through a circular pipe of internal diameter 0.15 m inclined at 30°...
Example #6: Water flows steadily down the inclined pipe as indicated in Fig P5.131. Determine the...
Example #6: Water flows steadily down the inclined pipe as indicated in Fig P5.131. Determine the following: (a) the difference in pressure P.-P2. (b) the loss between sections (1) and (2), (c) the net axial force exerted by the pipe wall on the flowing water between sections (1) and (2). Flow Section (1) 5 t 6 in. 30 Section (2) 6 in. Mercury By Asest
Fluid Mechanics C5 Quiz, Water flows steadily down the inclined pipe as indicated in Figure below....
Fluid Mechanics
C5 Quiz, Water flows steadily down the inclined pipe as indicated in Figure below. Determine the following (a) [5] the difference in pressure prp (b) [5] the loss in [ft] between section (1) and (2) 1 psi- 144 Ilb/f 5 It Section (1) 30° Section 12) Mercury
Attached figure shows part of a network in which water flows steadily up an inclined pipe. Determine: a) The difference...
Attached figure shows part of a network in which water flows steadily up an inclined pipe. Determine: a) The difference in pressure (P- P2) if L=10 ft, h=12 in, 0=45° and d-6 in b) The head loss between stations 1 and 2 c) The net axial force exerted by the pipe wall on the flowing water between stations 1 and 2 2.L T Water Water Hg
Attached figure shows part of a network in which water flows steadily up an...
..Liquid water at 20°C flows through an inclined Venturi meter at a flow rate of 0,12...
..Liquid water at 20°C flows through an inclined Venturi meter at a flow rate of 0,12 m²/s. The inside Assume no head loss from point 1 to point 2. A mercury manometer is used to measure the pressure ipe diameter is reduced from 32 cm at point I to 16 cm at point 2. Point 1 is 28 cm lower than point 2. difference, as shown in the sketch. (a) Calculate the Reynolds number of the flow in the pipe...
Air flows down a pipe with a diameter of 0.15 m. At the inlet to the...
Air flows down a pipe with a diameter of 0.15 m. At the inlet to the pipe, the Mach number is 0.25, the pressure is 70 kPa, and the temperature is 35°C. If the flow can be assumed to be adiabatic and if the mean friction factor is 0.005, determine the length of the pipe if the Mach number at the exit is 0.6. Also, find the pressure and temperature at the exit to the pipe. ?
fluid Q1: A venture meter is fitted in a pipe of 30 cm diameter inclined at...
fluid
Q1: A venture meter is fitted in a pipe of 30 cm diameter inclined at 40° to the horizontal to measure the flow rate of petrol having a specific gravity of 0.8. The ratio of areas of main pipe and throat is 5 and the throat is at 1 m from the inlet along its length. The difference in manometer head is 40 mm of mercury. Assuming the coefficient of discharge as 0.96. Calculate the discharge through the venture...
A liquid of density 1270 kg/m 3 flows steadily through a pipe of varying diameter and...
A liquid of density 1270 kg/m 3 flows steadily through a pipe of varying diameter and height. At Location 1 along the pipe, the flow speed is 9.35 m/s and the pipe diameter d 1 is 10.3 cm . At Location 2, the pipe diameter d 2 is 17.7 cm . At Location 1, the pipe is Δ y = 8.75 m higher than it is at Location 2. Ignoring viscosity, calculate the difference Δ P between the fluid pressure...
(b) Water flows under gravity between two reservoirs through a pipe of length 5000m. The diameter of the pipe is 0.2 m...
(b) Water flows under gravity between two reservoirs through a pipe of length 5000m. The diameter of the pipe is 0.2 m and the roughness size is 0.04 mm. The water levels in the two reservoirs are maintained with a difference of 50 m. Determine the discharge through the pipe. Neglect all minor losses. Use the attached Moody diagram for estimation of friction factor. (10 marks) (c) In (b), now include entry loss at the upper reservoir with loss coefficient...
Question 3 [20 marks] Water (density p1000 kg/m2; dynamic viscosity 0.001 Pa-s) flows steadily through a horizontal, st...
Question 3 [20 marks] Water (density p1000 kg/m2; dynamic viscosity 0.001 Pa-s) flows steadily through a horizontal, straight pipe with circular cross section of diameter D=0.2 m. The volumetric flow rate is 0.01 m°/s. Argue that this is turbulent flow. [4 marksl а. Pressure drop in the pipe is due to friction. The pressure drop per unit length can be written as Др 4f L with U the average velocity in the pipe and fthe friction factor. Given the pipe...
A liquid of density 1.37 times 10^3 kg/m^3 flows steadily through a pipe of varying diameter...
A liquid of density 1.37 times 10^3 kg/m^3 flows steadily through a pipe of varying diameter and height. At location 1 along the pipe the flow speed is 9.89 m/s and the pipe diameter is 11.7 cm. At location 2 the pipe diameter is 15.5 cm. At location 1 the pipe is 9.23 m higher than it is at location 2. Ignoring viscosity, calculate the difference between the fluid pressure at location 2 and the fluid pressure at location 1.
Example #6: Water flows steadily down the inclined pipe as indicated in Fig P5.131. Determine the following: (a) the difference in pressure P.-P2. (b) the loss between sections (1) and (2), (c) the net axial force exerted by the pipe wall on the flowing water between sections (1) and (2). Flow Section (1) 5 t 6 in. 30 Section (2) 6 in. Mercury By Asest
Fluid Mechanics
C5 Quiz, Water flows steadily down the inclined pipe as indicated in Figure below. Determine the following (a) [5] the difference in pressure prp (b) [5] the loss in [ft] between section (1) and (2) 1 psi- 144 Ilb/f 5 It Section (1) 30° Section 12) Mercury
Attached figure shows part of a network in which water flows steadily up an inclined pipe. Determine: a) The difference in pressure (P- P2) if L=10 ft, h=12 in, 0=45° and d-6 in b) The head loss between stations 1 and 2 c) The net axial force exerted by the pipe wall on the flowing water between stations 1 and 2 2.L T Water Water Hg
Attached figure shows part of a network in which water flows steadily up an...
..Liquid water at 20°C flows through an inclined Venturi meter at a flow rate of 0,12 m²/s. The inside Assume no head loss from point 1 to point 2. A mercury manometer is used to measure the pressure ipe diameter is reduced from 32 cm at point I to 16 cm at point 2. Point 1 is 28 cm lower than point 2. difference, as shown in the sketch. (a) Calculate the Reynolds number of the flow in the pipe...
fluid
Q1: A venture meter is fitted in a pipe of 30 cm diameter inclined at 40° to the horizontal to measure the flow rate of petrol having a specific gravity of 0.8. The ratio of areas of main pipe and throat is 5 and the throat is at 1 m from the inlet along its length. The difference in manometer head is 40 mm of mercury. Assuming the coefficient of discharge as 0.96. Calculate the discharge through the venture...
(b) Water flows under gravity between two reservoirs through a pipe of length 5000m. The diameter of the pipe is 0.2 m and the roughness size is 0.04 mm. The water levels in the two reservoirs are maintained with a difference of 50 m. Determine the discharge through the pipe. Neglect all minor losses. Use the attached Moody diagram for estimation of friction factor. (10 marks) (c) In (b), now include entry loss at the upper reservoir with loss coefficient...
Question 3 [20 marks] Water (density p1000 kg/m2; dynamic viscosity 0.001 Pa-s) flows steadily through a horizontal, straight pipe with circular cross section of diameter D=0.2 m. The volumetric flow rate is 0.01 m°/s. Argue that this is turbulent flow. [4 marksl а. Pressure drop in the pipe is due to friction. The pressure drop per unit length can be written as Др 4f L with U the average velocity in the pipe and fthe friction factor. Given the pipe...
A liquid of density 1.37 times 10^3 kg/m^3 flows steadily through a pipe of varying diameter and height. At location 1 along the pipe the flow speed is 9.89 m/s and the pipe diameter is 11.7 cm. At location 2 the pipe diameter is 15.5 cm. At location 1 the pipe is 9.23 m higher than it is at location 2. Ignoring viscosity, calculate the difference between the fluid pressure at location 2 and the fluid pressure at location 1.
Most questions answered within 3 hours.
-
IN PYTHON ONLY !! Program 2: Re-work
program #5 (WeeklyHours) from the previous assignment such that...
asked 30 minutes ago -
The average length of time between arrivals at a turnpike
toll-booth is 26 seconds. What is...
asked 2 hours ago -
(a) A piston at 6.1 atm contains a gas that occupies a volume of
3.5 L....
asked 3 hours ago -
Please answer true or false. Words
cannot be changed or added in to make it true...
asked 3 hours ago -
An empty test tube weighs 15.923 grams. Then,
MgCl2•6H2O is added into the test tube. After...
asked 3 hours ago -
Assume memory access is 10 units of time and disk access is
10000 units of time....
asked 3 hours ago -
1. Are all good samples random?
2. Magazines often report surveys giving statistics such as “63%...
asked 4 hours ago -
Under all the various types of market structures, firms
must eventually earn some economic profits for...
asked 3 hours ago -
Consider the following fitness regime for a single locus trait
with two co-dominant alleles: w11 =...
asked 3 hours ago -
A large cable company reports the following.
80% of its customers subscribe to its cable TV...
asked 4 hours ago -
Please answer the question in brief.
Discuss the role of ERP in organizations. Are ERP tools...
asked 3 hours ago -
Discuss the pros and cons of collaborative software such
as SameTime. Does it increase productivity? What...
asked 4 hours ago