Oil flows at the rate of 0.22 m/s in a 500 mm diameter pipeline 500 m. long. Specific gravity of oil is 0.86. Neglecting minor losses and f = 0.018, compute the average velocity of flow. Do not write the unit. You will only input the numerical answer in the space provided. Unit of the Correct Answer: m/s Decimal Places required in the final answer: 2

Oil flows at the rate of 0.22 m/s in a 500 mm diameter pipeline 500 m. long. Specific gravity of oil is 0.86. Neglecting minor losses and f = 0.018, compute the average velocity of flow. Do not write the unit. You will only input the numerical answer in the space provided. Unit of the Correct Answer: m/s Decimal Places required in the final answer: 2

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

Fluid Flow
With velocity of 9 m/s in the 234 mm diameter pipe in the figure shown, determine the discharge in pipe 4 in m3/s. Assume f = 0.063 for all pipes and neglect minor losses. The following are the properties of each pipe: Pipe 1 (Length=467 m, Diameter = 234 mm) Pipe 2 (Length=598 m, Diameter = 385 mm) Pipe 3 (Length=307 m, Diameter = 732 mm) Pipe 4 (Length=823 m, Diameter = 312 mm) Pipe 5 (Length=1191 m, Diameter = 512 mm)
The velocity profile of a liquid flowing through the pipe is approximated by the truncated conical distribution as shown in (Figure 1). Suppose that V = 4 ft/s. Hint: The volume of a cone is V=1/r²h. 0.3 ft 0.6 ft 0.3 ft DE V Determine the average velocity of the flow. Express your answer to three significant figures and include the appropriate units.
In the network given in the figure, the flow rate of the current passing through the BE pipe is how many (liters/Second)LT/s. Other data for the network are given in the table. K values given in the table, K = fL / (29DA2) using the formula and length size in meters, Time size in seconds have been calculated. Qc QE QB K KCD KDE KDF KBe (LT / S) (LT/S) (LT/S) 2000 2500 2000 3000 3000 600 100 200 Kcd KOF -bile Koe Кве
Use 4 decimal places in all the computations.
During a hydraulics laboratory experiment using a venturi meter and orifice meter to calculate the coefficient of discharge, the following results were obtained. Using the following data produce the results table from the lab results and data given. Table of Results 1 2 3 4 5 HV = (h1 - h2) m HO = (h6 – h7) m Q m3/s HV1/2 HO1/2
Q03
Don't worry about the table
Solve please
Hello , can I get an answer please?
With velocity of 7 m/s in the 330 mm diameter pipe in the figure shown, determine the discharge in pipe 3 in m3/s. Assume f = 0.046 for all pipes and neglect minor losses. The following are the properties of each pipe: Pipe 1 (Length=572 m, Diameter = 330 mm) Pipe 2 (Length=344 m, Diameter = 536 mm) Pipe 3 (Length=391 m, Diameter = 963 mm) Pipe 4 (Length=867 m, Diameter = 317 mm) Pipe 5 (Length=991 m, Diameter = 310 mm) Round your answers in 3 decimal places.