For a pitot tube, the stagnation pressure head is 6.8 m, the static pressurehead is 5 m, Cv = 0.9 and g = 10 m2 Calculate the velocity?1. 9 m/s2. 11.24 m/s3. 10.49 m/s4. 5.4 m/s

Given- Stagnation pressure head- hstag=6.8 m, Static pressure head- hstatic=5 m, Cv=0.9 g=10 m/s2,

Answered: For a pitot tube, the stagnation…

For a pitot tube, the stagnation pressure head is 6.8 m, the static pressure head is 5 m, Cv = 0.9 and g = 102 Calculate the velocity? 1. 9 m/s 2. 11.24 m/s 3. 10.49 m/s 4. 5.4 m/s

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

Determine the pressure in a vessel of mercury (sp.gr. = 13.6) at a point 300 mm below the surface in kPa. a. 40.02 kPa b. 46.68 kPa C. 40.86 kPa O d. 42.02 kPa
Water flows at 1.52 m/sec from a reservoir into a 900 mm diameter steel pipe that is 2286 m long and has a thickness of 25 mm. find the water hammer pressure developed by closure of a valve at the end of the line if the closure time is 8 sec. the velocity (celerity) of a pressure wave C=1440m/s, modulus of elasticity of water = 200 MPa and that of steel is 200,000 Mpa. Answer: 868.2 kPa
Explain
Solve plz
A rectangular tank 6 m long, 3 m wide and 2m deep contains water to a depth of 1 m. It is accelerated horizontally at 2.5 m/s2 in the direction of its length. Determine the maximum pressure intensities at bottom. Unit of the Correct Answer: kPa Group of answer choices 17.31 31.17 13.71 71.13
n the crest gate on a dam shown in the figure, surface AB forms the arc of a circle of 6 m radius subtending 60° at the hinge. The gate is 8 m long with water surface at B. Compute the vertical component of the total pressure on AB. 6 m hinge 6 m' Unit weight of the liquid (y) Area of the liquid above the crest (A) Given length of the gate Vertical Hydrostatic Force (Fv) m kN m kN ***answer Hydrostatic Force Fv on the box below: Answer: 1059.438 The correct answer is: 355.75
Consider the pressurized horizontal pipe network consisting of three pipes arranged in series. The characteristics of each pipe are summarized in the table. The flow of water at Node A is Q = 5 cfs and the pressure head at Node A is yA = 200 feet. The temperature of the water is 60° F. a) Determine the friction head loss hfric in feet in Pipe 1. b) Determine the friction head loss hfric in feet in Pipe 2. c) Determine the friction head loss hfric in feet in Pipe 3. d) Determine the pressure head ys in feet at Node B. e) Determine the pressure head yc in feet at Node C. f) Determine the pressure head yo in feet at Node D. Flow Friction Pressure Diameter Length Friction (feet) (cfs) head Нead Pipe (inches) factor f Kpipe loss (feet) Node (feet) 1 16 500 0.011 5 A 200 2 12 1000 0.013 B 3 10 750 0.015 D Node Node Node Node A в D 5 cfs 5 cfs Pipe 1 Pipe 2 Pipe 3
Q.2 For h 1 m in the setup shown in figure find: 1. Pressure head at point a 2. Seepage velocity 3. Find h if the force on screen b is 2.5 kN/m² WIT 1.0m -0.25m Screen b h W.T 41 n=1/3! @ K=0.5 cm/sec. Datum 84=21kN/m³ Cross-Sectional area of the tube=0.5m² -
An open circular vessel is 1m in diameter and 2m height. It contains water filled to a depth of 1.5m. If the cylinder rotates about its vertical axis, what is the pressure intensity at the center of the bottom if w = 6 radians/second? Unit of the Correct Answer: kPa O 15.542 21.456 16.425 12.465
The specific gravity of the manometer fluid is 1.52. Cv= 0.98. Determine the flow rate.