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## Introduction to Fluid Mechanic

by: Jolie Shields

52

0

14

# Introduction to Fluid Mechanic CE 321

Marketplace > Michigan State University > Civil Engineering > CE 321 > Introduction to Fluid Mechanic
Jolie Shields
MSU
GPA 3.85

Roger Wallace

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COURSE
PROF.
Roger Wallace
TYPE
Class Notes
PAGES
14
WORDS
KARMA
25 ?

## Popular in Civil Engineering

This 14 page Class Notes was uploaded by Jolie Shields on Saturday September 19, 2015. The Class Notes belongs to CE 321 at Michigan State University taught by Roger Wallace in Fall. Since its upload, it has received 52 views. For similar materials see /class/207369/ce-321-michigan-state-university in Civil Engineering at Michigan State University.

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Date Created: 09/19/15
Lecture 24 Pipe Flow Problems Problem 840 840 Water ows from a lake as is shown in Fig P840 at a rate 01394U cfs Is llie device inside the building a pump 01 a lur hine Explain and determine the horsepower 01 th device Ne glect all minor losses and assume the friction factor is 0025 525 ft 495 ft elevation 300 ft Iong 04 ftdiameter 2 1 Zbpz22455f Wbere f1oj I450 a 0 433 f stme be deVce Is pm9M1 0 V2 V1z W 3L8 Z 4 4 4 Tlw Zlbp U f 21 0r 2 hp 475 ff 525ff 26rzsg 00243515 23007 We 3quot 0 gt0 W so p 39 lb 3 H41 or gm p J39th JazzQM s 230H 93900 lh 7027bp Problem 2 Repeat the problem we just worked if the flow rate is 1 CFS ggzl 7P gigV 22 7 4 f gggldwhere ag0 l0 62 z iwms he device is a furbinehPO VZV D f04m 7395 Us a 17 z 22 7 I 70 or 7 f 300 H 39 3 h 5255 4754 26229 I 0025 0M a57ff Vofe3 Since 7 gt0 Me a e Vl39ce is a furbine Hso 73755 My 6214I Io57 660X or 39P 20 53 WW 1 391m M wrgyuhi 7 Mv4 nlv Hi vuMzrmr MW at 939 quot My 9 2 r13 1 Problem 851 851 The pump shown in Fig P851 delivers a heml 01251 ft to the water Dctemiine the power that the pump adds 10 the water The diffei uncc in elevation 01 the two ponds is 200 ftp Pipe length 500 ft Pipe diameter 075 ft KL 08 Pipe roughness O 027 21097 9 52F 24 I I g g lt 0gtquotW 0 71 53 7me w 12 WW3 z 7 MH 037 quot y 00242 02 071 71 st7 aIaqm z d 7y 1 Z7 9 IJ 39 430 Re 8va LHquot 31 WWW 1quot 234mquotr LbLi 0quot H 2 39 Re 622 Xaf V and from Fig 310 a quotc 0 Re I 1 774 and erw rom x39m Armm f 002 l 39 Re lmquot 13 f 092 002 mume f 00Z V 1 6 9 i A e 77xa 7 ji f 002 3 mm 777 1 M44 a cl VIZ 339qu 5zlt 5 o75 12 250 14 85670 guy0 I x CW 2 5540 s Problem 858 858 Water is to be moved from a large closed tank in which the air pressure is 20 psi into a large open tank through 2000 ft of smooth pipe at the rate of 3 ft ls The uid level in the open tank is 150 ft below that in the closed tank Determine the required diameter of the pipe Neglect minor losses z 2 Z 4quot Zzi 21 Where I 1414 21 5 r so f f 2 019 I and 0 200 02 0 V 3 g0 3393 J are W153 Dff TIMs 570 5360 20044 in 381 2 5l 5off zoga l 624 77 f T2621 or D JB V5 ifquot 792 3 or Re 7ra and errar saltI39M quot 1933me f 002 so from 712 0 059 0 f and from 73 Re 537X05 Thus from Fig ENG13910 0 F0019 002 Assume sac3 nub66 gives 0 099561 A e 6 Ins and sacLs xsume f 0025 so 0 0 47261 e ammoquot f a 02 checks Tm D 049 f Problem 859 859 Repeat Problem 858 if there are numerous com ponents valves elbows etc along the pipe so that the mi nor loss is equal to 40 velocity heads I 1 1 J Lzfl 1 zz Vl MOLE 21 843 Water at 40 F ows through the coils of the heat ex changer as shown in Fig 13843 at a rate 0109 galmin Deter mine Ihe pressure drop between the inlet and outlet of he horii zonlal device 18 in 4 Q Threaded 180 return bend gt 05 in copper pipe drawn tubing

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