*Water at 60°F flows from the basement to the second floor through a 0.75- m-diameter copper pipe at Q = 12 gal/min and exits through a faucet with diameter 0.50 in as shown in Figure 3. Determine the pressure at point 1 if a) all losses are neglected, b) only major losses are included, c) all losses are included.

*Water at 60°F flows from the basement to the second floor through a 0.75- m-diameter copper pipe at Q = 12 gal/min and exits through a faucet with diameter 0.50 in as shown in Figure 3. Determine the pressure at point 1 if a) all losses are neglected, b) only major losses are included, c) all losses are included.

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

III. A triangular gate, 1.25 meter base x 0.90 meter height was vertically submerged at 2.5 meter below the water surface (as shown in Figure 1). Calculate the total pressure in the gate and location of the center of pressure. Given: Ig = bh/36 (for Triangle) Water surface ㅏ 2.5m 1.25m 0.9m FIGURE 1
If the pressure head in pipe A is 2 m of water, determine the pressure in pipe B. ‚OIL of Sp. gr. 0.8 X- 12 cm 30 cm |10 cm "B'. WATER WATER
Water at 10°C has a kinematic viscosity of 1.30 X 10-6 m2/s flows at the rate of 896.61 L/min from the reservoir and through the pipe shown in the Fig. below. Compute the pressure at point B, considering the energy loss due to friction, but neglecting other losses. Also, use pipe roughness of 1.50 X 10-6 m. Hint: Use the appropriate formula to determine the friction factor, f to 4 decimal places (flow type dependant); g = 9.81 and round off to 3 decimal places for all other step calculations leading to the final answer including the final answer.
mater 7
Please answer ASAP thank you and God Bless
pls help
Water flows in a steel pipe (e = 0.00020 feet) at a flow Q = 12.5 cfs. The diameter of the pipe is D = 18 inches and the length of the pipe is L = 2,500 feet between section 1 and section 2. The elevation at section 1 is z = 100 feet above the datum. The elevation at section 2 is z2 = 75 feet above the datum. The temperature of the water is 70°F. The kinematic viscosity of the water is 1.06 x 10° ft/s. The pressure at section 1 is p1 = 90 psig (pounds per square inch gage). a) Determine the velocity v in feet per second (fps). b) Determine the Reynolds number Re. c) Classify the flow based on the Reynolds number Re. d) Determine the Darcy-Weisbach friction factor f. e) Determine the friction head loss hfäic in feet in the pipe between section 1 and section 2. f) Determine the pressure p2 in psiq at section 2.
solve all
Air at 30°C flows through a 70 m long, 2 cm x 2 cm rectangular cross section pipe as shown in Figure 1(b). The flow is laminar flow and centerline velocity is 2 m/s. If the angle of pipe measure from horizontal plane is 35º, determine : (iv) wall shear stress; (v) shear stress at 1 cm from the center of the pipe; and (vi) power required to maintain this flow.
A drain pipe exits a reservoir as shown. What is the pressure head at point 2?