3. Two adjacent communities are represented by the simplified system shown below.Determine the water consumption and pressure at A if the pump pressure is 425 kPa, and theconsumption and pressure at B are 50 L/s and 275 kPa respectively. Draw the HGL. Note, theelevation of the pump and communities A and B are provided in m.B310.00305.00Pump300.004000.00400 Ø1000.00300 ØC = 100C=140

1: Head Loss CalculationsWater Density (ρ): 1000 kg/m³Acceleration due to Gravity (g): 9.81…

Answered: 3. Two adjacent communities are…

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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A flow is described by the flow field of V = A(1 + Bt)î + Ctyĵ, where A=1 m/s, B=1 s¹, and C=1 s². The unit for the coordinates is meters. a. Plot the pathline that passes through the point (x=1 m, y=1 m) at time t=0 b. Compare the streamlines through the point (x=1 m, y=1 m) at time t=0, 1, and 2 s c. Calculate the acceleration at time t=0 along the streamline passing the point (x-1 m, y=1 m) at time t=0
2. A welded iron industrial wastewater discharge pipe made of concrete (n = 0.014) Water flow Inside the pipe is uniform and half full (y=d/2,d=pipe diameter). If So=0,00035 and Q=2,25 m^3/s, find the diameter of the pipe!
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e1
Hi, please could someone show me how U2 = 1.98m/s. This is the correct answer but i've tried a few methods and can't quite get there! Any notes on the method alongside calculation would be great :) The two pipes are parallel, Kexit =1 for pipe 1 and pipe 2, entry losses can be ignored.
Problem 2: (a) A pump curve for a pump running at 800 rpm is given by h, =20–4713 Q² , where h, is in meters and Q in cms. What will be the pump curve for the same pump running at 1200 rpm? (b) Find the discharge and head for the pump that is running at 1100 rpm, when the same pump running at 1600 rpm produces head of 75 ft and discharge of 7000 gpm (part (b), is not related to part (a) in any way).
For fig shown if water flow rate is 60 lit/'s, Find (h) Note that Density: Pwater = 1 kg/m Pair= 1 kg/m %3D D, =5 00mm Water a.5m water 25cm Can you answer ickly? Bernoulli's Equation
1. The performance data of a water pump follow the curve fit Havailable =Ho +aV, where the pump's shutoff head Ho="K", coefficient a="Y" m/(Lpm)?, the units of pump head H are meters, and the units of Vare liters per minute (Lpm). The pump is used to pump water from one large reservoir to another large reservoir at a higher elevation. The free surfaces of both reservoirs are exposed to atmospheric pressure. The system curve simplifies to Hrequired =(Z2-Z1)+bV², where elevation difference z2-z1="X" m, and coefficient b = "L" m(Lpm)?. Calculate the operating point of the pump (a) V. operating and (b) Hoperating) in appropriate units (Lpm and meters, respectively). Read the equation carefully. (Zz-Z:) Но b a Y K L 0.0479 4.9 0.029
64 Q. No 2). A pipe line is designed to supplying water with flowrate of X 1/s to fulfil the demand and consumption of a city. Determine the head loss and velocity of flow in 1500 m long water supply line section having diameter of Y cm. Assuming coefficient of friction factor f=0.00155. 19.2 lowrate) and Y (Diameter) from following table
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