Determine the resistance in each scenario presented. Explain whether the resistance is linear or not, and if not describe the relation, finally, explain how it can be linearized about a specific condition. Be sure to state the units and demonstrate that they are correct using the appropriate pressure/flow relation. a) Laminar flow An aqueous solution of 50% glycerol / 50% water is flowing through a pipe with the following system parameters: System_Parameters = (L = 100.0 D= 0.2 = 0.022 p= 1150.0 - 7.0 g=9.81) units : L ~ m; D~ m; µ~ Pa · s; p~ k8: 4, ~ m Confirm that this is laminar flow and then calculate the resistance. b) Pump Resistance from Pump Curve Consider the following pump curve: (Feet) (Meters] 30어 Find the pump resistance if the pump is supporting 15 meters of discharge head pressure, at a flow rate of 300 Liminute. 8어 250 7어 100 PSI Determine the pump resistance in Lmin 20어 6어5 PSI Pa 50 SCFM 5어 75 PST Note that standard pump curves are oriented opposite to the curves in the text. Also, pressure in head should be converted to Pa using N = kgm/s^2 with the acceleration due to gravity. before calculating the resistance. 150 40 80 SCFM 90 $CFM 45 P§I- 10어 30어 20 30 PSI20 SCFM 50 10 50 100 150 200 250 350 itr/Min] 100 (GaL/Min) 300 25 50 75 80 WATER DISCHARGE Data based on 1-ft. flooded suction, ambient water. DISCHARGE HEAD

Elements Of Electromagnetics
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Determine the resistance in each scenario presented. Explain whether the resistance is linear or not,
and if not describe the relation, finally, explain how it can be linearized about a specific condition.
Be sure to state the units and demonstrate that they are correct using the appropriate pressure/flow
relation.
a) Laminar flow
An aqueous solution of 50% glycerol / 50% water is flowing through a pipe with the following system
parameters:
System_Parameters = (L = 100.0 D= 0.2 u= 0.022 p= 1150.0 9m=7.0 g = 9.81)
units : L ~ m; D~ m; µ ~ Pa · s; p~
kg: 4. ~ 8:
Confirm that this is laminar flow and then calculate the resistance.
b) Pump Resistance from Pump Curve
Consider the following pump curve:
[Feet) (Meters]
30어
Find the pump resistance if the pump is
supporting 15 meters of discharge head
pressure, at a flow rate of 300 L/minute.
80-
250
7어 100 PSI
L/min
Determine the pump resistance in
Pa
20어 6어85 PST
50 SCFM
5어 75 PST
Note that standard pump curves are
oriented opposite to the curves in the text.
Also, pressure in head should be
converted to Pa using N = kgm/s^2 with
the acceleration due to gravity. before
calculating the resistance.
150
80 PSI
80 SCFM
40
90 $CFM
45 PSI
10어 30
30
0 PSI 20 SCFM
20
50-
10
50
100
150
200
250
300
350
Ltr/Min]
75 80
100 (GaL/Min]
25
50
WATER DISCHARGE
Data based on 1-ft. flooded suction, ambient water.
c) Orifice
Turbulent water flows through an orifice with a round hole of diameter 2 cm.
DISCHARGE HEAD
Transcribed Image Text:Determine the resistance in each scenario presented. Explain whether the resistance is linear or not, and if not describe the relation, finally, explain how it can be linearized about a specific condition. Be sure to state the units and demonstrate that they are correct using the appropriate pressure/flow relation. a) Laminar flow An aqueous solution of 50% glycerol / 50% water is flowing through a pipe with the following system parameters: System_Parameters = (L = 100.0 D= 0.2 u= 0.022 p= 1150.0 9m=7.0 g = 9.81) units : L ~ m; D~ m; µ ~ Pa · s; p~ kg: 4. ~ 8: Confirm that this is laminar flow and then calculate the resistance. b) Pump Resistance from Pump Curve Consider the following pump curve: [Feet) (Meters] 30어 Find the pump resistance if the pump is supporting 15 meters of discharge head pressure, at a flow rate of 300 L/minute. 80- 250 7어 100 PSI L/min Determine the pump resistance in Pa 20어 6어85 PST 50 SCFM 5어 75 PST Note that standard pump curves are oriented opposite to the curves in the text. Also, pressure in head should be converted to Pa using N = kgm/s^2 with the acceleration due to gravity. before calculating the resistance. 150 80 PSI 80 SCFM 40 90 $CFM 45 PSI 10어 30 30 0 PSI 20 SCFM 20 50- 10 50 100 150 200 250 300 350 Ltr/Min] 75 80 100 (GaL/Min] 25 50 WATER DISCHARGE Data based on 1-ft. flooded suction, ambient water. c) Orifice Turbulent water flows through an orifice with a round hole of diameter 2 cm. DISCHARGE HEAD
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