The density of the fluid is (1.05x10^3)kg/m3 and the dynamic viscosityis 1.12 x 10 - 3 Ns/m2. The followingare also known KL, elbow = 1.5, KĻ, exit= 1 and surface roughness, ɛ = 0.001mm. Also take gravity, g = 10 m/s2.The elbows are enlarged for ease ofvisualisation and the lengths shownare those of the pipes.Answer should be in Pa with threesignificant figures.Note: Your answer is assumed to bereduced to the highest powerpossible. 6 m6 mElbow6 m3 m115 mA fluid is pumped at a rate of 0.00156m3/s through a 0.025-m-diameterpipe to fill a water tank as shown inFigure. What is the pressure dropbetween the inlet (section 1) and theoutlet (section 2) accounting for alllosses?The density of the fluid is (1.05x10^3)kg/m3 and the dynamic viscosityis 1.12 x 10 - 3 Ns/m². The followingare also known KL. elbow = 1.5, KĻ, exit= 1 and surface roughness, ɛ = 0.001%3Dmm. Also take gravity, g = 10 m/s².%3D

Answered: Image /qna-images/answer/48f2c3a3-b2f7-4d1a-96f0-05104854ce08.jpg

The density of the fluid is (1.05x10^3) kg/m3 and the dynamic viscosity is 1.12 x 10 - 3 Ns/m2. The following are also known KĻ. elbow = 1.5, KĻ, exit = 1 and surface roughness, ɛ = 0.001 mm. Also take gravity, g = 10 m/s².

The density of the fluid is (1.05x10^3) kg/m3 and the dynamic viscosity is 1.12 x 10 - 3 Ns/m2. The following are also known KĻ. elbow = 1.5, KĻ, exit = 1 and surface roughness, ɛ = 0.001 mm. Also take gravity, g = 10 m/s².

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

The 28-in-diameter pump in Fig. at 1170 r/min isused to pump water at 20°C through a piping system at14,000 gal/min. (a) Determine the required brake horsepower.The average friction factor is 0.018. (b) If there is65 ft of 12-in-diameter pipe upstream of the pump, how farbelow the surface should the pump inlet be placed to avoidcavitation?
A pipe of diameter 12 cm, is used to pump the water to the house in the Hamra hill at the height of 60 m than the ground. The discharge at the end of the pipe is 200 lit/s. The pressure gauge is fitted at the entry of the pipe in the ground is 34 N/cm?. Find the following: (i) The velocity head at the entry of pipe (in m) (ii) Pressure head at the inlet (in m) (iii) Total available energy per unit weight of the water at the pipe inlet (unit in m) (Enter only the values by referring to the units given in brackets & DO NOT write the unit & do not send the handwritten answers to my mail id...) velocity head at the entry of the pipe is = (unit in m) pressure head at inlet = (unit in m) Total available energy per unit weight of the water at inlet of the pipe
A venturi meter, shown in Fig. designed constriction whose pressure difference is a mea- sure of the flow rate in a pipe. Using Bernoulli's equation for steady incompressible flow with no losses, show that the flow rate Q is related to the manometer reading h by is a carefully 2gh(PM – p). A2 VT- (D/D;)4 where py is the density of the manometer fluid. 2
A water supplying pipe of diameter 14 cm, is used to pump the water to the house in the Tanuf hill at the height of 60 m above the ground. The flowrate at the end of the pipe is 180 lit/s. The pressure gauge is connected at the inlet of the pipe in the ground and measured as 35.5 N/cm2. Find the following: (i) The kinetic energy per unit weight at the entry of pipe (in m) (ii) Pressure head at the inlet (in m) (iii) Total available energy per unit weight of the water at the pipe entry (unit in m)
A pipe of diameter 18 cm, is used to pump the water to the house in the Hamra hill at the height of 50 m than the ground. The discharge at the end of the pipe is 220 lit/s. The pressure gauge is fitted at the entry of the pipe in the ground is 35 N/cm². Find the following: (i) The velocity head at the entry of pipe (in m) (ii) Pressure head at the inlet (in m) (iii) Total available energy per unit weight of the water at the pipe inlet (unit in m) (Enter only the values by referring to the units given in brackets & DO NOT write the unit & do not send the handwritten answers to my mail id....) velocity head at the entry of the pipe is = (unit in m) pressure head at inlet = (unit in m) Total available energy per unit weight of the water at inlet of the pipe (unit in m) ,
The pump in Fig. draws gasoline at 20 ° C from areservoir. Pumps are in big trouble if the liquid vaporizes(cavitates) before it enters the pump. ( a ) Neglecting lossesand assuming a fl ow rate of 65 gal/min, fi nd the limitationson ( x , y , z ) for avoiding cavitation. ( b ) If pipe frictionlosses are included, what additional limitations might beimportant?
Q2/ A fluid containing (water, oil, sand) flowing through the tube and open to the atmosphere as shown in the figure below.. Note that p°- 1.013*105 Pa Calculate the absolute pressure (Pa). Density: Pwater = 1000 kg/m Pail = 800 kg/m Pand = 200 kg/m P. h3=12 cm hg al2cm oIL Pa h25 cm ng = 6 cm %3D Sand water
338 B/s O 1: 56% E 3:01 Question: Gasoline is flowing through this 180° pipe bend. The pipe cross-sectional area is 18 in?. Take the pipe weight as 5 Kg. Flow rate is 0.5 liters/s. Pressure at section-1 6 psia, pressure at section-2 is 4 psia. Calculate the anchoring force required to hold this pipe and also show its direction, referenced to proper 2-dimensional a cartesian coordinate system. (2 1
A pipe inclined at 45° to the horizontal (Fig. 2) converges over a length l of 2 m from a diameterd1 of 200 mm to a diameter d2 of 100 mm at the upper end. Oil of relative density 0.9 flowsthrough the pipe at a mean velocity ?̅1 at the lower end of 2 m/s. Find the pressure differenceacross the 2 m length ignoring any loss of energy, and the difference in level that would beshown on a mercury manometer connected across this length. The relative density of mercury is 13.6 and the leads to the manometer arefilled with the oil.
Q2/ A fluid containing (water, oil, sand) flowing through the tube and open to the atmosphere as shown in the figure below... Note that p° = 1.013*10$ Pa Calculate the absolute pressure (Pa). Density: Pwater = 1000 kg/m³ Poil = 800 kg/m' Psand = 200 kg/m' %3D h3=12 cm oiL Pa hi=5 cm h2=6 cm !3! →Sand water
A 3.3-in.-diameter pipe carries 338 gal/min of water at a pressure of 27.7 psi. Determinea) the pressure head in feet of waterEnter your answer for part (a) in accordance to the question statement ftb) the velocity headEnter your answer for part (b) in accordance to the question statement ftc) the total head with reference to a datum plane 21.5 ft below the pipeEnter your answer for part (c) in accordance to the question statement ft
Water in a vertical (i.e., gravitational force of the fluid in the nozzle plays a role, and the elevation change in the Bernoulli's Equation, if needed, should be considered) pipe is charging from an attached bend nozzle into the atmosphere as shown in Fig. 5. The nozzle's weight is 20 kg. The pipe and the nozzle are connected by a flange. The gage pressure of the flow at the flange is 35 kPa when the discharge rate is 0.1 m³/s. The volume of the bending nozzle is 0.012 m³. Calculate the vertical component of the anchoring forcing required to hold the nozzle in place and determine its direction. G= 9.81 m/s². The density of water is 1000 kg/m³. ChatGPT solution: Nozzle 1 Area -0.01 m² P-35 kPa Area -0.025 m² 0.10 ms Figure 5: Q5 35 degree