ASAP 4 DECIMAL PLACES Water is flowing through a venturimetershown. The difference in pressure betweenpoints 1 (D = 5cm) and point 2 (D = 2cm) is%3D%3Dmeasured using open tubes. If h is 60cm,solve the velocity head at point 1 in meters.Use g = 9.81m/s^2.Note: Do not include units in youranswers. Do not round offintermediate values and answer infour decimal places.h12

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Answered: Water is flowing through a venturimeter…

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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use three decimal places Derive hf with respect to Q of the following empirical equation below. Consider that the circular pipe is flowing full. Show complete derivation. V = 0.849 C R0.63 S0.54 V = (1/n) R(2/3) S(1/2)
The water speed coming out on the pipe from a cylindrical tank shelter as in the image beside is (in the picture) known g = 9.81 m / s² H is the initial high water (m), l is the length of the pipe (M), t is the time passing. Determine the high H needed to produce water speed v = 5 m/s at t = 2.5 seconds for pipe length L = 4 m, calculate 1. BISECTION 2. False position for initial guess XL = 0 and XU = 2 m Calculate up to £ = 1%
A closed tank contains compressed air and oil (SG = 0.90) as is shown in FIGURE FMVP-1. A U-tube manometer using mercury (SG = 13.6) is connected to the tank. The column heights are h1 = 36 in., h2 = 6 in, and h3 = 9 in. Determine the pressure reading of the gage in psi. a. 439.92 b. 5279.04 c. 3.055 d. 7132.32
Compute the hydrostatic force acting for a gate 1.70 m wide and 2.0m high has a water on one side and is inclined with the horizontal as shown. Water is 1.60 m above the top of the gate. Do not write the unit. You will only input the numerical answer in the space provided. Unit of the Correct Answer: kN Decimal Places required in the final answer: 3
QUESTION 6 A cylindrical tank, containing water, with a diameter of 3 m and a water level of 5 m is to be drained. Calculate the time taken in minutes to empty the tank for the following , 6.2 A pipe with internal diameter, length, coefficient of friction, of 50 mm, 6 m, 0.008, respectively, and the outlet 2 m below the bottom.
A valve is provided at the end of a cast iron pipe of diameter 150 mm and of thickness 10 mm. The water is flowing through the pipe, which is suddenly stopped by closing the valve. Determine the maximum velocity of waters, when the rise of pressure due to sudden closure of valve is 196.2 N/cm2. Take K for water as 19.62 x 104 N/cm2 and E for cast iron pipe as 11.772 x 106 N/cm2.
A sluice gate, as shown in figure 01, is used to control the upstream water level in a3 m wide rectangular channeL The water discharge in the channel is 15 m3/s. Use the Froude number to show that the clitical velocity at yc is given as Uc = .sqrt(gyc)
Figure shows that the pipe flow of 50 m^3/hr, is driven by pressurized air in the tank. Determine the head loss in the "smooth" pipe in meters if its friction factor is 0.014. A. 12.9517 B. 39.5136 C. 99.9358 D. 30.4889 What gage pressure p1 in kPa, is needed to provide the given flow rate? A. 1121 kPa B. 1725 kPa C. 1692 kPa D. 1328 kPa
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FLUID MECHANICS Find the discharge through a Notch ABCDE as shown in figure below. Take Cd = 0.6
. A pump draws water from a reservoir and conveys it to another reservoir 30 m above. The sucLon pipe is 100 mm in diameter and 10 m long while the delivery pipe is 100 mm in diameter and 150 m long. if the velocity in the pipe is 3 m/s, the fricLon factor of the pipe 0.008, and the pump and motor efficiencies 85 % and 92 %, respecLvely. See Figure Q6.1. Calculate:(a) Gauge pressure at the pump's inlet (at C) (10)(b) Gauge Pressure at the pump's outlet (at D) (10)(c) input power to motor (5)

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