Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- A flowrate of 3.5 ft 3/s is to be maintained in a horizontal aluminum pipe (ε = 5x10^-6 ft). The inlet and outlet pressures are 65 psi and 30 psi, respectively, and the pipe length is 500 ft. Determine the diameter of the pipe. [Answer is units of ft. ]arrow_forwardQ2: A flocculation tank with a discharge of 50,000 m³/day and alum dosage is 50 mg/1, Gt=4*104 at a temperature of 15 °C. This tank contains three paddles, each paddle has two boards with a dimension of 5m length, rotational speed is 2.5 rpm, and velocity gradient is 30 s¹. The distance between the center of the board and the shaft is 1.25m find: 1)Design this tank if the depth equal one-third of width, assuming depth according to design criteria of flocculation tank 2)Power required Width of the paddles?arrow_forwardMinor Losses A pipe system is comprised of a flush entrance, one gate valve, one 90° elbow, one 45° bend, and a globe valve. If the fluid flows at 11 ft/s, what is the head loss due to minor losses? O 12.4 ft O 14.3 ft O 22.5 ft 13.2 ft O 8.55 ft O 6.60 ftarrow_forward
- Situation 3: The head loss from A to E is 30 m. Compute the flow for pipes 1, 2, 3, 4, and 5 7. Compute for the discharge at pipe 1 8. Compute for the discharge at pipe 2 9. Compute for the discharge at pipe 3 10. Compute for the discharge at pipe 4 11. Compute for the discharge at pipe 5 Pipe f Diameter Length (mm) in (m) 1 0.025 500 450 2 0.022 300 600 3 0.021 350 1500 4 0.023 450 2800 5 0.023 350 600 6 0.025 450 600arrow_forwardKindly show complete or detaled solution. A rectangular water tank is divided by a partition into two chambers, as shown. In the bottom of the partition is a round, sharp-edge orifice with a diameter of 150 mm. The coefficient of discharge is equals to 0.62. At a certain instant, the water level in B is 2.5 m higher than A. How long will it take for the water surfaces in the two chambers to be at the same level? a. 399 s b. 157 s c. 279 s d. 220 sarrow_forwardDetermine the discharge, HGL, and EGL. Water 20°C 4-cm-dia. wrought iron pipe 20 m 50 m 20 m Screwed elbows 40 marrow_forward
- Determine the minimum flow capacity Qfilter, in units of liter per minute (Ipm), of the return line filter shown. The pump flow rate is Qpump = 30 lpm (liter per minute) and the cylinder piston and rod diameters are 80 mm and 40 mm, respectively. [Hint: 1 liter = 1 dm³ = 0.001 m³, Qfilter = (Ap x Qpump)/(Ap - AR) where Ap and AR are the cross-sectional area of the piston and rod, respectively] 30 LPM Figure: Full flow filter in return line 38.1 LPM O 44.2 LPM O 40 LPM JULIX O 1.33 LPM FILTERarrow_forwardSomeone can help me with this one pleasearrow_forwardسمنب Fluid mechanicsarrow_forward
- 200mmø 690mm 300 mm 400 mmø 金Ho0 Z Hg (13.6) A 200mm diameter venturi meter is installed in a 400mm diameter vertical main pipe as shown. If the deflection of mercury (SG = 13.6) at the manometer reads 300mm and the vertical distance between point 1 and point 2 is 690mm, determine the discharge in the system assuming a head loss of 600mm.arrow_forwardsolve allarrow_forward
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