2. A Venturi meter having a diameter of 6 in. at the throat is installed in a horizontal 12-in. water main. In a differential gage partly filled with mercury (the remainder of the tube being filled with water) and connected with the meter at the inlet and throat, what would be the difference in level of the mercury columns if the discharge is 5.0 cfs? Neglect loss of head

2. A Venturi meter having a diameter of 6 in. at the throat is installed in a horizontal 12-in. water main. In a differential gage partly filled with mercury (the remainder of the tube being filled with water) and connected with the meter at the inlet and throat, what would be the difference in level of the mercury columns if the discharge is 5.0 cfs? Neglect loss of head

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

The total head loss from A to E is 12 meters. Determine the following: discharge in pipe no. 1. = _________ m3/s head loss in pipe no. 3. = _________ meter discharge in pipe no. 2. = _________ m3/s
... 300 mmg 100 mmø H20, 500mm EHgC(13-6) A 100mm diameter venturi meter is installed in a 300mm diameter horizontal main pipe as shown. If the deflection of mercury (SG = 13.6) at the manometer reads 500mm, determine the discharge in the system assuming no head loss. (A) No Answer among the choices (B) 94.12 L/s 82.44 L/s 77.36 L/s (E) 87.86 L/s
Given a closed tank with 80mm diam. Orifice at the side. If Cv= 0.45 and Cc=60: A) determine the vertical distance from the orifice that the jet strikes the ground if the horizontal distance of the same point from the orifice is 8.62m B) Find the discharge in lit/sec.
- 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
Do asap
Determine the discharge in pipes 1, pipe 2, pipe 3 and pipe 6 in the system shown if the total head loss from A to B is 100m and friction factor for all pipes is 0.02. a) Discharge in pipe 1 is _____cu.m./s b) Discharge in pipe 2 is _____ cu.m./s c) Discharge in pipe 3 is _____ cu.m./s d) Discharge in pipe 6 is _____ cu.m./s
O 4G l. خاص A sulms.su.edu.om Fluid with the viscosity of 5X10-4 m2/s, is flowing in a pipe with the diameter of 35 cm and velocity of 2.5 cm/s. Calculate the head loss (m) for 100 m of the pipe. I Next page * Quiz navigation
Q5: For the piping shown in Fig. (6), calculate the flow rate and minimum pressure if H=30m. (f-0.024 ;Kentrance-0.5; Kvalve-5; Kexit-1.0). Water 20°C 20 m 2 cm dia. 40 m Angle valve (wide open) H 4 cm dia. 2m f
Provide complete solution please.
Compute the range of volume flow rates in gal/min of water at 59°F for which the flow would be in the critical region in % - in. Type K copper tube. (0.875 in. OD x 0.065 in. wall)
I need the answer quickly