Using an actual flow rate of 0.18 m/s as measured by the Venturi meter, andflow meter. The downstream cross-sectional is 0.0154 m2. Enter your answer as a numerical value to 2 decimal places.pressure drop of 353.16 Pa as measured by the entry flow meter, calculate the coefficient of discharge for the entryPair = 1.19 kg/m3Pwater = 1000 kg/m3h = 0.001 mg = 9.81 m/s2

Density of air (ρair) = 1.19 kg/m3Density of water ρwater = 1000 kg/m3Upstream cross sectional area…

Using an actual flow rate of 0.18 m3/s as measured by the Venturi meter, and a pressure drop of 353.16 Pa as measured by the entry flow meter, calculate the coefficient of discharge for the entry flow meter. The downstream cross-sectional is 0.0154 m2. Enter your answer as a numerical value to 2 decimal places. Pair ▪ 1.19 kg/m³ Pwater = 1000 kg/m³ h = 0.001 m g = 9.81 m/s2

Using an actual flow rate of 0.18 m3/s as measured by the Venturi meter, and a pressure drop of 353.16 Pa as measured by the entry flow meter, calculate the coefficient of discharge for the entry flow meter. The downstream cross-sectional is 0.0154 m2. Enter your answer as a numerical value to 2 decimal places. Pair ▪ 1.19 kg/m³ Pwater = 1000 kg/m³ h = 0.001 m g = 9.81 m/s2

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

Three pipes 1, 2, 3 are connected as shown. If the total discharge forthe system is 610 L/s and the friction factor f is equal for all pipes,then:What is the flow rate (in L/s) in pipe 3?
A liquid flows through a venturi meter whose inlet diameter is 31 inches and throat diameter is 19 inches. The pressure at the inlet is 755 psf and at the throat is 550 psf. Neglecting the head loss, determine the discharge in ft^3/s?
Determine the flow in each of the pipes shown in the figure. Assume f=0.02 for all pipes. Problem 7-66 with the following conditions: - roughness coefficient for all pipes = 0.05 - elevation B = 100 m
Determine the volume flow rate in m 3 /sec of water in a pipe section with adiameter of 2 inches and a pressure gage which reads 35 pounds per sq.inch (psi).
Three pipes 1, 2, 3 are connected as shown. If the total discharge for the system is 610 L/s and the friction factor f is equal for all pipes, then what is the flow rate in pipe 2?
Show all the necessary figures (if applicable) 1.5) Points A and B are separated by 915 m of new 152.4 mm diameter cast iron pipe. 50 lps of water flow from point A to point B. Point B is 18.5 m above point A. a) What must be the pressure at point A if the pressure at point B is 345 kPag if the head loss between points is 40 m? b) Determine the type of flow inside the pipe.
A portion of a municipal water system contains a 500,000 gallon water tank (water at 70°F), with the elevation from water level in the tank to the entrance to the main line being 150 feet. Using a flow rate of 1,000 gal/min and the data provided in the data sheet as a starting point, complete the data sheet by computing the missing values. Compute the pressure at the entrance of the line (at ground level) from the tank, and at the entrance to each section of pipe. Compute the friction loss and the minor losses through the line, making sure to analyze each type of pipe and include all fittings. For Transite (TR) pipe ƒ = 0.010. Calculate the velocity and pressure in each size and type of pipe. Compute the pressure at the end of each line. Compute the pump power (Hp) required to pump the water from the well to the top of the tank if the depth of the well is 2,450 feet.. Assuming that the system is to be flushed by running all of the water from the tank through the longest line,…
Water at T� = 25∘C∘C is drawn from an underground detention tank and discharged into a drain using a 9-mm-long pipe and pump (Figure 1). The pipe has a diameter of 100 mmmm and a friction factor of f� = 0.02. The atmospheric pressure is 101.3 kPakPa. The velocity through the pipe is 4 m/sm/s and hℎ = 2 mm. Neglect minor losses. Determine the available NPSH. Express your answer using three significant figures. Determine the required NPSH. Use the pump performance curves shown above. Express your answer using two significant figures.
2.) Given below are pipe lengths, sizes and connections. All pipes have a friction factor of 0.020. If the flow from A to B is 8cfs. a.) Determine the head loss in feet in PIPE 2. b.) Determine the total head loss in feet between the inlet A and the outlet D.
The discharge through a concrete pipe of 1 ft diameter and 3000 ft length is 1.0 cfs. What is the head loss (hr) if the water temperature is 60°F? Apply the Darcy- Weisbach equation
Determine the discharge in pipes 1, pipe 2, pipe 3 and pipe 6 in the system shown if the total head loss from A to B is 100m and friction factor for all pipes is 0.02.
The throat diameter of a venturimeter is 7.5 cm and the diameter of broader end is 15 cm. A pressure difference of 2.45 m is observed when water is flowing at a rate of 30 lt/sec. COmpute the coefficient of discharge of the venturimeter.