Workshop 1: Answer the question. Consider the diagram.The tank in figure 3, contains water at 10°C and has a level of h = 15 feet, thepipe consists of 950 m with a diameter of 2.5 inches, if it contains 5 elbows,15 unions and two globe valves at 80 %. and 52% open.!!Calculate:a) The outlet flow.工2 ftエFigure 3.

Answered: Image /qna-images/answer/b61ac204-c7c3-4d3d-96de-02e999792f06.jpg

Answered: The tank in figure 3, contains water at…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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(Flow through Single Pipes). Determine the flow in each pipe and the pressure at the junction node, D. Assume elevation at Node, D to be 328 feet and friction factor, f, of 0.02 for all pipes. [NOTE: This is a three-part problem]. A B Elevation (ft) Length (ft) 19,680 Diameter (ft) Reservoir Pipe Part A) A 656 AD 3.28 В 590 BD 13,120 2.5 558 CD 29,520 2.5 19,680 13,120 Part B) A 656 AD 3.28 В 574 BD 3.28 CD 29,520 19,680 19,680 492 2.5 Part C) A 656 AD 3.28 В 590 BD 3.28 492 CD 19,680 3.28
The pipe flow in the figure is driven by pressurized air in the tank. Assuming f = 0.014 and the flow rate is 17.36 liters/sec. Find 20m-1 50mm 10m Find the head loss pipe gage pressure needed to provide the cuid water a Towirste 2132786 liters bec P open jet 100m 40m 8.84 2673.06 178.5 856.25 2157.3 3.58 210.2 OOOO оооо 382.2 73.5
Oricul Q3: Three pipes (A, B and C) are interconnected as shown in figure (3). Determine the flow rate in each pipe. The pipes characteristics are given as follows: Pipe L (m) D (mm) f A 610 152 0.020 B 488 102 0.032 C 1220 203 0.024 Good Luck -re (2) Water qure (3) EL=7om A B EL-15m
Water flows through a 300mm diameter pipe at a velocity Of 3.00 m/s. Determine the weight flow rate in N/s. Do not write the unit. You will only jnput the numerical answer in the space provided. Unit of the Correct Answer: N/s O 9810.000 O 2,080.284 O 8829.000 1202.284
4. Based on the schematic view of the system provided below: a) find the pressure head, hp, that needs to be provided by the pump to give a flow rate of 8.5 L/s of water through the system from the left to the right. b) Plot the hydraulic and energy grade lines across the system 460 kPa Globe valve fully open 410 kPa 30 m 50 m $50 steel pipe Sharp entrance 2 regular threaded 90° elbows
11. From the figure shown, the tank contains oil having a sg = 0.82. Oil flows at a certain rate which produce power in the jet equal to 9 hp. Diameter of orifice is 80 mm with Cv = 0.96 and Cc = 0.62 A) Compute the velocity in the jet. B) Compute the gage reading at B. C) Compute the rate of discharge. 11A v = 11.57 m/s 11B P = 113.88 kPa 11C Q = 0.056 m³/s 2.8 m Air Oil 0.82 B
Consider the section of water distribution piping shown below. Ignoring minor losses, find the flow rate in pipe CB, the total energy at point C, and the pressure at point D. The water temperature is 10°C. C-D: 400m @ 325mm ø D-B: 400m @ 325mm (C=140,k, =1.5x106 m) (C=140,k=1.5x10“ m) Demand = 0.78m³/s C D ZD= 50m Ев 80m zc=45m ZB= 40m A-B: 3000m @ 400mm ở E = 141m (C=120, k =5.3x10+ m) ZA = 60m Flow rate in pipe CB (in m3/s)? Total energy at C (in m)? Pressure at D (kPa)? A-C: 2200m @500mm (C=120, k =5.3x10+ m)
Consider the section of water distribution piping shown below. This figure is not to scale. Ignoring minor losses, find the total flow into the system (Qdemand), the total energy at point C, and the pressure at point D. Provide answers to 1 decimal place. A-D: 1300m @350mm o D-C: 2000m @350mm e (C=140, k̟=1.5x10“ m) (C=140, k¸=1.5x10“ m) Qdemand: m/s 2, = 115m Total Energy at C: Pressure at D: kPa E, = 190m Qdemand QAu = 0.80 m³/s B-C: 200m @250mm o (C=150, k̟=1.0x10“ m) | A-B: 2000m @500mm o (C=120, k, =4.0x10“ m)
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The tank in figure 3, contains water at 10°C and has a level of h = 15 feet, the pipe consists of 950 m with a diameter of 2.5 inches, if it contains 5 elbows, 15 unions and two globe valves at 80 %.and 52% open. !! Calculate: a) The outlet flow. エ Figure 3.