For the Pipe shown Q=4250 gallons per minute (gpm), P1=132 kPa and P2 = 211 kPa. If the pipe carries a special fluid of SG=0.965, determine the pressure head at section 1. 550mmo 7.88m 2 2.95m Datum Do not write the unit. You will only input the numerical answer in the space provided. Unit of the Correct Answer: m Decimal Places required in the final answer: 3 13.944

For the Pipe shown Q=4250 gallons per minute (gpm), P1=132 kPa and P2 = 211 kPa. If the pipe carries a special fluid of SG=0.965, determine the pressure head at section 1. 550mmo 7.88m 2 2.95m Datum Do not write the unit. You will only input the numerical answer in the space provided. Unit of the Correct Answer: m Decimal Places required in the final answer: 3 13.944

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

Q1: If flow rate in pipe shown is (0.5m'Is) find the (H). H. water D=300 mm
3. The figure shows contraction of the venturi meter pipe, assume there is no energy loss, and subcritical flow. With the equation: 29(y1-y2) )1/2 , b1 = 3 m, b2 = 2 m, y1 = 1,9 m. Q = (- b2²y22¯b1²y1² 1 • Find Q if y2 = 1.5 m • - Find y2, if the flow in the transition area becomes critical b, Top view Side view
Q3/ The pipe has a different diameter: diameter (Di = 4 m) changes into (D2 = 6 = 6 m/s). m). The water velocity in the entrance profile was measured (v1 Calculate the discharge and leave velocity (see figure). Determine also type of flow in input pipe (whether the flow is laminar or turbulent). D,
A teenager is stealing gasoline from his father's car with a siphon with diameter of 10 mm. The heights in the figure are: z1 = 853 mm and 22 = 92 mm Calculate the volumetric flow rate out of the tank. Round off the answer to two decimal digits in l/s, but enter your answer without the unit. Z₁ 22
= Water flows into a tank and out through another pipe, as shown in the figure below. The water in the tank has a surface area, Asur f 5.6 m². At the bottom of the tank there is a door inclined at an angle = 25 degrees with respect to the horizontal. The door has a length L = 1.1 m and a width w=1 m (out of the page). The flowrate into the tank is Q₁ (t) flowrate out is Qo(t) = 0.05 m³/s At time t = Asurf = 0.26 m³/s and the 0, the water has a depth ho = 2.5 m. The density of water is p = 1000 kg/m³. Ө h(t) Qout
As fast as. Don'r Hold please.
The three water-filled tanks shown in the figure below are connected by pipes as indicated. If minor losses are neglected, determine the flow rate in each pipe (+ is out and is into the reservoir) Assume ha = 10 m, hg = 50 m, hc = 0 m, l₁ = 300 m, l₂ = 250 m, and 3 = 500 m. QA = QB Qc= i Elevation = h VA D₂=0.08 m = = 0.020 Elevation = h у в D,= 0.10 m f = 0.015 < D₂ = 0.08 m f = 0.020 Elevation = h с
2. Shown is water flowing through a Venturi Meter. If the specific gravity of the gage fluid at the manometer is 1.5, solve the volumetric flowrate through the Venturi Meter. 200-mm inside diameter Flow 0.46 m y is an unknown distance 300- mm inside diameter 1.18 m 1 2
Calculate the discharge through a pipe of diameter 200 mm when the difference of pressure head between the two ends of pipe 500 m apart is 4 m of water. Take f 0.009
HI. Thank you
8. In the figure below a manometer uses oil with specific gravity of 0.8. (a) Calculate the discharge when R = 1 ft. (b) Repeat the problem if the pipe is inclined at 30° upward. oil R 6" 3" -- 6"
P₁ = 80 kPa B 3 m PB = 50 kPa Calculate the friction head loss for a water Q-1 flowing from point A to B.