please solve Problem #2The turbine shown in the figure below extracts 40 hp from the water flowing through it. The 1-foot diameter,300-foot-long pipe is assumed to have a first iteration fguess of 0.018, minor loss coefficients of 0.8 for thepipe entrance and 0.35 for the bend, and a length of 15 feet between the turbine and the free jet. Thekinematic viscosity = 1.21x105 square feet/second and the roughness height is 0.00015-feet.✓a) Determine the flowrate in cfs.b) Fill in the missing information in the table below.c) Sketch the EGL and HGL on the figure.#Z1AhLP/yV2²/2gHhLminor: 0.454lb89.5he major52.35287.196✓(1)Z1= 90 ftFigare E8.11IS300-ft-long,1-ft-diameter pipeFree jetTurbinef=0.02(2)1b32 = 0

Answered: Problem #2 The turbine shown in the…

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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4. An illegal connection was detected along a water 400 mm water supply line made with cast iron pipe (n = 0.012). Before the said illegal connec-tion, the difference in pressure for every 100 meters is 1 meter and after it the difference in pressure per 100 meters is only 0.7 m. Compute the decrease in supply due to this connection.
What is the required pump power (Pa) for the system below? The source reservoir is on the right side of the figure The outflow is released as a water jet to the atmosphere (on the left) Discharge rate is 0.11 m3/s Pipe total length is 180 m Pipe diameter is 0.2 m Friction factor (f) is 0.01 Minor losses are negligibleCHOOSE ONE: 25 KiloWatt 169 KiloWatt 269 KiloWatt 112 KiloWatt
Problem 6: EGL and HGL (II) Part A Why is the energy gradient (i.e., the slope of the EGL=EL) larger in pipe 2 than in pipes 1 or 3? (<10 words) Part B Why are the EGL and HGL not parallel in this figure? (<10 words) H V² 28 HGL 2 EL Hydraulic grade line, slope = S, Ax - Energy line, slope = Sy Bed ylope Datum h₂ - Az 2 4 X
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Question 4.10 A radial system consists of four layers with the following properties: Layer Inner Radius [m] Outer Radius [m] Permeability [D] 1 0.6 4.5 0.35 2 4.5 26.0 0.21 26.0 95.5 0.49 4 95.5 164.5 0.24 Calculate the average permeability of this system if the flow is in series.
QUESTION 2 , (a) In a rare pipe system design, there is such a case whereas the minor losses is greater than major losses. Describe the case and explain the reason why minor losses value is more than major losses value. (b) Water at 35°C flows steadily in a 4 cm,diameter pipe at velocity of 3.5 cm/s. The head loss is 0.5 m. Calculate: i) the length of theuotual pipe, ii) the pressure loss, and iii) the pumping power required to overcome this pressure drop.
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