The task is to to transfer the fluid from the source towards the tank (TANK A) lying on an elevated platform as shown. The goal is to fill up that 16.49 m by 2.23 m by 6.36 m tank (TANK A) within 11.5 mins (from empty to full). Your budget is limited to 605,000 pesos. Head loss on pipe due to friction is 1.23 meters per 1 meter of pipe. Because it's Fluid Machinery and not Engineering Economics, it's ok for your design to exceed the budget BUT YOU HAVE TO JUSTIFY IT. 13:28 A Oll atl 92)elevated platform as shown. Thegoal is to fill up that 16.49 m by2.23 m by 6.36 m tank (TANK A)within 11.5 mins (from empty tofull). Your budget is limited to605,000 pesos. Head loss onpipe due to friction is 1.23 metersper 1 meter of pipe. Dahil FluidMachinery 'to at hindiEngineering Economics, ok langna lumagpas sa budget yungdesign mo BUT YOU HAVE TOJUSTIFY IT.Pgauge = 6.23 kPa9.02 mΤΑNKΑ-30.45°Open sa atmosphereh, = 4.03THIS IS AREA IS RESTRICTED. BAWAL12.03 mPADAANIN ANG MGA PIPES SA AREA NA ITOSOURCE: SG = 0.9921 Add fileThis is the COST BREAKDOWN FOR PipesW 66 13:29 A OThis is the COST BREAKDOWN FOR PipesPIPE COSTSPIPE DIAMETER (cm)COST PER METER (Pho/m)15 cm220025 cm310035 cm40 cm440050 cm530060 cmOk sir.This is the COST BREAKDOWN for PumpsPUMP COSTSPUMP CATEGORYCOST (in Php)OPTION A50,000OPTION B90,000OPTION C140,000OPTION D200,000OPTION E270,000Ok sir.NextClear formThis content is neither created nor endorsed by Google.Report Abuse - Terms of Service - Privacy_Policy.

Answered: The task is to to transfer the fluid…

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

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The task is to to transfer the fluid from the source towards the tank (TANK A) lying on an elevated platform as shown. The goal is to fill up that 16.49 m by 2.23 m by 6.36 m tank (TANK A) within 11.5 mins (from empty to full). Your budget is limited to 605,000 pesos. Head loss on pipe due to friction is 1.23 meters per 1 meter of pipe. Because it's Fluid Machinery and not Engineering Economics, it's ok for your design to exceed the budget BUT YOU HAVE TO JUSTIFY IT.

13:28 A O
ll atl 92)
elevated platform as shown. The
goal is to fill up that 16.49 m by
2.23 m by 6.36 m tank (TANK A)
within 11.5 mins (from empty to
full). Your budget is limited to
605,000 pesos. Head loss on
pipe due to friction is 1.23 meters
per 1 meter of pipe. Dahil Fluid
Machinery 'to at hindi
Engineering Economics, ok lang
na lumagpas sa budget yung
design mo BUT YOU HAVE TO
JUSTIFY IT.
Pgauge = 6.23 kPa
9.02 m
ΤΑNKΑ
-30.45°
Open sa atmosphere
h, = 4.03
THIS IS AREA IS RESTRICTED. BAWAL
12.03 m
PADAANIN ANG MGA PIPES SA AREA NA ITO
SOURCE: SG = 0.992
1 Add file
This is the COST BREAKDOWN FOR Pipes
W 66

13:29 A O
This is the COST BREAKDOWN FOR Pipes
PIPE COSTS
PIPE DIAMETER (cm)
COST PER METER (Pho/m)
15 cm
2200
25 cm
3100
35 cm
40 cm
4400
50 cm
5300
60 cm
Ok sir.
This is the COST BREAKDOWN for Pumps
PUMP COSTS
PUMP CATEGORY
COST (in Php)
OPTION A
50,000
OPTION B
90,000
OPTION C
140,000
OPTION D
200,000
OPTION E
270,000
Ok sir.
Next
Clear form
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