Venturi meter Venturi meter CAetivity 3)Problem: The 300 mm x 150 mm wenturi meter shown has acoefficient of O.97. The liauid flawing is waterAn suer and the gage liauid in the manometer has sp-gr.= l.5G.8474h a) what is the presure difference between theinkt and the throat oF the meter0.0446mil b.) what is the amount of flow ?.2. 6o68 Dg c) what s the velocity ofF flow at the throat?throat 150mmQ0:30m0.80Minlet 300 mad Aiquid Cspgs.=l.50)

Answered: Image /qna-images/answer/8ba3d596-34f4-47a5-a43a-588474de8910.jpg

Answered: Problem: The 300 mm x 150 mm wenturi…

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

. In a V-notch, an'error of 1% in the measurement of head would constitute in the discharge measurement, an error of:
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
Q3) A differential manometer is connected at the two points A and B as shown below. At B air pressure is 7.848 N/cm2 (abs). Find the absolute pressure at A. Ans. 6.91 N/cm2 AIR BWATER OIL Sp. gr.-o.a 50 cm 10 em MERCURY Sp. gr.-13.6
advantages and disadvantages of pressure compensated valve
- Dekrmine the total head loss hf. from Å to o in the systen shomwn in the figure iF the discharge is 1. G0 mls. Assume f=0:02 for all pipes 450 mm o, GO0 m 9oomm ở , 90 m 구5Dmmd,40m D GUD mm,720m
This problem uses Figure 2 L. Select all that are true about this manometer set-up. Open (4) Y2 Y1 h2 (A) hi (3) O P, - PA = Y1 hị – 72 h2 O P, = PA - Yı hị + 2 h2 P4 - PA = Y1 (hi + h2) O PA = P|
This problem uses Figure 2. Select all that are true about this manometer set-up. Open Air Tank (A) (1) BU (4) Z₁ (2) (3) P₁-P₁=1²1 - 7222 P4 - PA = 71 (21 +22) P₁ = PA-1²1 + 72²2 PA = P₁ Y2
200mmø 690mm 300 mm 400 mmø 金Ho0 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.
This problem uses Figure 2 L. Select all that are true about this manometer set-up. Open (A) - Y1 (2) hị (1) Y2 P2 - PA = Yıhı – y2h2 O P2 = PA – Y1 hị + y2h2 ) P2 – PA = Y1 (hị + h2) P2 = 0
Q-8. A vertical clean glass tube of uniform bore is to be used as a piezometer for measuring pressure of a liquid at a point. The liquid has a mass density of 1425 kg/m3 and a surface tension of 0.06 N/m in contact with air. If the capillary rise in the tube is not to exceed 2.0 mm, the required minimum diameter of the tube is in mm? [Take angle of contact with glass is zero ]
A Cole pitometer is set with its orifices at the center of a 40cm pipe. Determine the discharge if the deflection, z of carbon tetrachloride (s = 1.50) in the differential gauge is 325mm. Use C = 0.84 and the ratio of the mean velocity to center velocity may be assumed as 0.83. C4o cm
Problem 6 - 77 A Venturi meter having a throat diameter of 150 mm is installed in a horizontal 300-mm-diameter water main, as shown. The coefficient of discharge is 0.982. Determine the difference in level of the mercury columns of the differential manometer attached to the Venturi meter if the discharge is 142 L/s. Ans: h- 255 mm

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