Question 6 In the schematic below, water flows through the pipe and enters a sudden contraction nozzle. To hold the nozzle in place, calculate the axial component of an anchoring force (FA) that would be necessary. Provide a sketch of your control volume. p = 1.940 slugs/fts, 1 ft = 12 inches, 1 lb-s? = 1 slug-ft Section (1) Uniform flow P-75[psi] V,-25[ft/s] Section (2) Uniform flow P2=0 [psi] V=100[ft/s] D;=3 [in] Flow in circular pipe Flow in circular pipe Sudden contraction nozzle

Question 6 In the schematic below, water flows through the pipe and enters a sudden contraction nozzle. To hold the nozzle in place, calculate the axial component of an anchoring force (FA) that would be necessary. Provide a sketch of your control volume. p = 1.940 slugs/fts, 1 ft = 12 inches, 1 lb-s? = 1 slug-ft Section (1) Uniform flow P-75[psi] V,-25[ft/s] Section (2) Uniform flow P2=0 [psi] V=100[ft/s] D;=3 [in] Flow in circular pipe Flow in circular pipe Sudden contraction nozzle

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

3. [Ch4 - 1] What is the head loss and corresponding pressure drop (in units of bars) across a 30- mm-wide open gate valve when oil (SG = 0.90) flows through at a rate of 4 x 10-3 m/s? 4. [Ch4 – 2] Oil (SG = 0.80, v = 10- m/s) flows at a rate of 2 x 10-3 m'/s through a 20-mm- diameter commercial steel pipe. What is the equivalent length of a 20-mm-half open gate valve placed in the line?
Fluid Mechanics. Reg.no : 5393 Pb # 3: Refer to Figure 2. Assume that friction is negligible, that θ = 115o, and that the water jet has a velocity of (Reg.No/100) m/s and a diameter of 60 mm. Find (a) the component of the force acting on the blade in the direction of the jet; (b) the force component normal to the jet; and (c) the magnitude and direction of the resultant force exerted on the blade. Note: Assume reasonable values for any missing data. Symbols have usual meaning unless otherwise stated.
A commercial steel pipe—with a diameter, D, of 200 mm and length, L, of 30 m—is used to drain oil (S.G.=0.8)tank. Determine the discharge, in liters per second, when the oil level in the tank is 3 m above the exit of the pipe.Neglect component or minor losses and quantify the friction losses using the Darcy-Weisbach equation shownbelow, use friction factor, f, of 0.12.
The figure below shows a fabricated assembly made from three different sizes of standard steel tubing listed in Appendix G.2. The larger tube on the left carries 0.075 m3/s of water. The tee branches into two smaller sections as shown. Reducing tee Flow 100-mm OD x 3.5-mm wall steel tube - 160-mm OD x 5.5-mm wall steel tube - 50-mm OD x 1.5-mm wall steel tube Required If the velocity in the 50-mm tube is 10.00 m/s, what is the velocity in the 100-mm tube to the nearest 1000th?
Gasoline flows steadily downward through the pipe shown in the figure below. Viscous effects are negligible, and the pressure gage indicates the pressure is zero at point (1). Determine (a) the flowrate and (b) the pressure at point (2). (a) Q = (b) p2 = 2.1ft 3.1ft •(1) ↓² -0.12 ft -0.1 ft -free jet ft³/s lb/ft²
PROBLEM 3: For a vertical rectangular gate, one side has linseed oil (0.938) and the other has two fluids-castor oil (0.96) and water. Considering a unit-width of the gate, apply the PRESSURE PRISM CONCEPT (1llustrate and label the pressure diagram/prism) to calculate the magnitude and direction of the following when z = 7m. 1m hinge Linseed Oil (SG = 0.938) Castor Oil (SG = 0.96) 10 m 2 m water The hydrostatic force due to linseed oil F1.
• A simple U tube manometer is given below. The pressure at which side is higher? o Left o Right o Left = right • In order to calculate the pressure difference at locations 1 and 2 (P2 - P1), we need to know the length of the inclined tube L, as is shown below. o True o False A fow section fow device Fluid
Ql:-A cylinder of 1lft diameter and 2ft length floats in a tank that contains a liquid of specific weight .A u-tube manometer is connected as shown in figure. What is the weight of the cylinder whose upper the surface is flush with fluid surface PA--0.1 psi Water 2 ft Cylirder Gage fluid SG- 1.5 Sp wt.y 0.5 ft 02. w1
uservoir discharges into a 55-inch pipe that discharges freely, as shown below. What is the pressure in the pipe at point A? Consider friction. Use f =0.02 Elev 155 ft Inv. @ A 134.2 ft 55 in 140 ft Inv. 120 ft 420 ft 900 ft 1450 ft a. 502 psf b. 502 psi c. 457 psf d. 457 psi e. 36 ft ,what is the velocity at point B? a. 17.5 fps b. 36 fps c. 3.6 fps d. 4.57 fps e. 50.2 fps ar
A PIPELINE WITH A PUMP LEADS TO A NOZZLE AS SHOWN. FIND THE FLON RATE WHEN PUMP DEVELOPS AN 80FEET HEAD. ASSUME HEAD LOST IN THE 8-INCH PIPE TO BE THERE TIMES ITS VELOCITY HEAD WHILE THE HEAD LOST IN THE 4-INCH PIPE TO BE TEN TIMES VELOCITY HEAD. FIND: a)COMPUTE THE FLOW RATE b) FIND THE PRESSURE HEAD AT THE SUCTION SIDE. PLEASE ANSWER IMMEDIATELY WITH COMPLETE SOLUTION THANK YOU!
1 valve Ah 2 Part B If R = 3.21 in and P2 = Patm = 12.2 psi, find P₁ in [psi]. X Part A A manometer is used to measure the pressure drop across a valve as shown above. Use the equation P = yh to show that AP = P₂ - P₁ = Ah(yw - Ym), where Ah is the manometer reading, Yw is the specific weight of water, and Ym is the specific weight of mercury.
Current Attempt in Progress A U-tube manometer is connected to a closed tank as shown in the figure below. The air pressure in the tank is 0.50 psi and the liquid in the tank is oil (y = 54.0 lb/ft³). The pressure at point A is 2.00 psi. Determine: (a) the depth of oil, z, and (b) the differential reading, h, on the manometer. (a) z = (b) h = ft ft Air Oil SG = 3.01 2.0ft + Open h