1. A Venturi meter, 12 in. by 6 in., is installed in a vertical pipe line carrying water. A differentialmanometer containing mercury is attached to inlet and throat, the difference z in gage levelsbeing 2.50 ft. Compute the actual discharge assuming a Venturi coefficient of 0.97.12 inDatum Plane

Answered: Image /qna-images/answer/3bf56d6b-1c1b-456c-a0c5-8e5107c97001.jpg

Answered: 1. A Venturi meter, 12 in. by 6 in..,…

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

Venturi meter
I need the answer as soon as possible
Minor Losses A pipe system is comprised of a flush entrance, one gate valve, one 90° elbow, one 45° bend, and a globe valve. If the fluid flows at 11 ft/s, what is the head loss due to minor losses? O 12.4 ft O 14.3 ft O 22.5 ft 13.2 ft O 8.55 ft O 6.60 ft
M MEQ2.jpg 200mmø 690mm 300 mm 400 mmø Z Hg (13.6) A 200mm diameter venturi meter is installed in a 400mm diameter vertical main pipe as shown. If the deflection of mercury (SG = 13.6) at the manometer reads 300mm and the vertical distance between point 1 and point 2 is 690mm, determine the discharge in the system assuming a head loss of 600mm. Hide answer choices a A) 307.36 L/s B) 279.84 L/s No Answer among the choices D) 224.67 L/s 256.29 L/s O O O O C
Q4: Assuming f-0.020, determine the discharge in the pipes. Neglect minor losses. Pipe Diameter AB 250 mm 200 mm 400 mm BC BD Length 1200 m 600 m 200 m EL.45m EL 3m. B C EL. 3.0m D EL 0.0m
A venturi meter of 150 × 75 mm size is fixed in a horizontal pipe carrying water. The pressure gauge at entry read 137.34 kN/m^2 (gauge). The pressure at the throat was 37.5 cm of mercury (vacuum). -Calculate the coefficient of discharge for the venturi meter if the flow rate is 102 m^3/hr. choices: a.) 0.088 m^3/s b.) 0.345 m^3/s c.) 0.197 m^3/s d.) 0.441 m^3/s STRICTLY SHOW COMPLETE FBD need asap
First three only
Please help with solving A,B,C
Note: Subject environmental engineering 2
Cooling water having a density and viscosity of 998 kg/m3 and 0.95 cP isflowing thru a 25-mm med. wt. steel pipe (I.D. = 0.0272 m). The pipeline isequipped with a venturi meter of 10 mm throat diameter and a U-tubemercury manometer. If the water flows at a rate of 25.0115 liters perminute, determine the corresponding manometer reading.
Determine the discharge, HGL, and EGL. Water 20°C 4-cm-dia. wrought iron pipe 20 m 50 m 20 m Screwed elbows 40 m
A venturi meter of 150 x 75 mm size is fixed in a horizontal pipe carrying water. The pressure gauge at entry read 137.34 kN/m^2 (gauge). The pressure at the throat was 37.5cm of mercury (vacuum). STRICTLY SHOW THE COMPLETE FBD OF THE PROBLEM

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

1. A Venturi meter, 12 in. by 6 in.., is installed in a vertical pipe line carying water. A differential manometer containing mercury is attached to inlet and throat, the difference z in gage levels being 2.50 ft. Compute the actual discharge assuming a Venturi coefficient of 0.97.