3. What is the pressure difference between pipe A and pipe B? Give pressure difference inkPa. (y = 1.22 m and h 30 in.) The gage fluid, M, is mercury with a specific gravity of 13.54State assumed values if any.Water AWater ByDLiquid M

Answered: Image /qna-images/answer/e1af3c6f-66cf-451b-9c9d-6d77eb99f8c2.jpg

Answered: 3. What is the pressure difference…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

c) The orifice flowmeter shown in Figure 4 is used to obtain the flowrate of oil inside a conduit. The diameter of the orice, d is one third of the pipe diameter, D with pressure difference recorded as 25 kPa. The pipe diameter D is 6 cm, discharge coefficient Ca, is 0.60, Bis the ratio of orifice diameter to pipe diameter and Oilspedific gravity, SG is 0.95. If the h is 7 cm, i. Calculațe the vollime flowrate of oil inside the conduit. ii. Determine the mass flowrate of oil inside the conduit. iii. Explain why the discharge coefficient Ca, for the orifice meter is higher compared to the venturi and nozzle meters. D=6 cm d Figure 4
Determine a. Velocity at the pipe with 8 in. diameter in ft/s. b. Pressure at point D in psi c. Flow rate in cfs d. Velocity at the pipe with 18 in. diameter in ft/s
Fluid Mechanics As shown in figure below, determine the pressure at point A
2. Oil of specific gravity of 0.90 is discharging through a 100 mm circular sharp edge orifice in the end of a 120mm pipe. The pressure head on the center line of the pipe just upstream from the orifice is 9m of oil, and discharges takes place into a closed tank in which the vapor pressure is - 20 kPa. Use C = 0.68 and Cv = 0.97. Compute the discharge. 120 mm pipe P = - 20 kPa 100 mm orifice
An open tube is attached to a tank as shown. A). If Liquid X (Oil SG=0.55) rises to a height of 800 mm in the tube, what is the pressure Pa (in kPa) of the air above water? Neglect capillary effects in the tube. B). If Liquid X (Alcohol SG=0.79) rises to a height of 800 mm in the tube, what is the pressure Pb (in kPa) of the air above water? Neglect capillary effects in the tube.
4. The pressure intensity at a point in a fluid is given 4.9 N/cm². Find the corresponding height of fluid when it 5. An oil of sp. gr. 0.8 is contained in a vessel. At a point the height of oil is 20 m. Find the corresponding m [Ans. (a) 5 m of water, (b) 6.25 m of cil is : (a) water, and (b) an oil of sp. gr. 0.8. (Ans. 16 m) and pbove it an oil of sp. gr. 0.8 for a depth of 2 m height of water at that point.
A differential manometer is attached to a pipe shown. Calculate the pressure difference between points A and B.
a=4 b=0 C=1
سنب Fluid mechanics
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.
Q-4 Define coeffecient of velocity, coefficient of discharge, coefficient of contraction. An oil of sp. gr. 0.8 is flowing through a venturimeter having inlet diameter 30 cm and throat diameter 15 cm and the oil- mercury differential manometer shown a reading of 25 cm. Calculate the discharge of oil through the horizontal venturimeter. Take C₁ = 0.98.
Plss answer ASAP

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS

3. What is the pressure difference between pipe A and pipe B? Give pressure difference in kPa. (y = 1.22 m and h 30 in.) The gage fluid, M, is mercury with a specific gravity of 13.54 State assumed values if any. Water A Water B Liquid M