schaum's 2500 solved problems in fluid mechanics pdf

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McGRAW-HILL, INC. FLUID MECHANICS AND HYDRAULICS 2500 SOLVED PROBLEMS IN SCHAUM'S SOLVED PROBLEMS SERIES

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Page 1 Page 2 SCHAUM'S SOLVED PROBLEMS SERIES 2500

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PROBLEMS IN FLUID |. [ae Ics _ HYDRAULICS Revised First Edition Learn the best strategies for solving tough problems in step-by-step detail. Prepare effectively for exams and save time in doing homework problems. Choose from the largest sclection of solved problems yet published on this subject. Use the index to quickly locate the types of — problems you most need help with, Save this book for reference in other courses and even for your professional library. i ' JACK B, EVETT / CHENG LIU / = SCHAUM’S SOLVED PROBLEMS SERIES 2500 SOLVED PROBLEMS IN FLUID MECHANICS AND HYDRAULICS J Jack B, Beet, PR.D., Professor of Chil Engingering, and Cheng Tia Ms. dusnciie Professor of Chal Engineering Technolgy. both atthe University of North Carolina at Charlo ‘oh autors hive extensive teaching experience i the domain of hid ‘mechanics and nylraicr They are conthors of textbook hl ‘ethics forthe MeGra-Hil allege Dain, Projet supervision by The Total Rook: Cover design by Wanda Sieclecka. Index by Hugh C: Madducks, Ph.D. Lateay of Contras Cateeging i veg Jack 8. “sp sved problems in uid mchanis. and hydrates / by Jack B. vei, Cheng Liv Ben co. Schaum's sve proba sen Ish 0070197820 1. Fhid mechaies— Problems, execs, ct. 2, Hydrelcs—Problems, exerts, ee Eid, Cbeag. il Te HL Tele: Twente hundred ‘oes problems in iid memanis nd Byes, 1. Sei Tatsi cs 1988 TTSBN Q-U?-U19784-4 (Hormertypubshed vader ISBN 047-019783-0) Copyright © 198 McGraw-Hil, ne. All rights reserved. Printed in the Une Sttes of America, Except as peteuted under the United States CComyigh Act of 1376, no part of tis publication may be reproduced OF ‘arte in any form oF by 309 med, o ne date eo reed ‘ysom, shout the roe writen permison of the publ CONTENTS To the Student . List of Abbreviations List af Conversion Factors a Chapter 1 PROPERTIES OF FLUIDS 1 ‘Cmpter_ 2 FLULD STATICS 2s Chapter 3 FORCES ON SUBMERGED PLANE AREAS 3 Qnapter 4 DAMS. n ‘Onapter_§ FORCES ON SUBMERGED CURVED AREAS 8s Chapter 6 BUOYANCY AND FLOTATION 108 (Chapter 7 KINEMATICS OF FLUID MOTION ro Chapter 8 FUNDAMENTALS OF FLUID FLOW 17 Chapter 9 FLOW IN CLOSED CONDUITS ” (Chapter 10. SERIES PIPELINE SYSTEMS 69 Chapter IL PARALLEL PIPELINE SYSTPMS om (Chapter 12. BRANCHING PIPELINE SYSTEMS sa (Guapier 3. FIPE NETWORKS as Chapter 14 FLOW IN OFEN CHANNELS 6 Chapter 15. FLOOD ROUTING 459 Chapter 16 FLOW OF COMPRESSIBLE FLUIDS 460 Chapter 17 FLOW MEASUREMENT 0 ‘Chapter 18 DIMENSIONAL ANALYSIS AND SIMILITUDE sm Chapter 19 UNSTEADY FLOW sao Chapter 20. PUMPS AND TANS oo Chapice 21. TURBINES on Chapter 22. HYDRAULIC AND ENERGY GRADE LINES or Ww el eC I wT jv 0 CONTENTS: ‘Chapter 23 FORCES DEVELOPED BY FLUIDS IN MOTION (Capter24 DYNAMIC DRAG AND LIFT Chapter 25. BASIC HYDRODYNAMICS Appendix Index 42 eae To the Student This book contairs precisely 2500 completely solved problems in the areas of vid mechanics and hydraulics. Viraly all types of problems ordinarily encountered in study and practice in these areas are covered. Not only you. but teachers, practtinners, and graduates, reviewing ing licensing examinations shoul! find these problems vafuable it you ‘with cur “approach,” partular steps taken in presenting the problems and their solutions axe itemized below + Fist anil ost important of all, eeeh problem amd its sclution are essentially independent ain! selteuntaincd. That is co say, walt contains all the data, equations, and computations every 10 find the sners. Tus, you should be able 40 pick a problem anywhere and Tullow iis solution without having Is teview whatever presedes i, The exception to this I the weeasional problem that specially elem Uo, snl carries over information from, previous problem, + Ti the solutions, our objective has bec wo present any sewed equation Girt amd then uly 16 evaluate each term in the equation iu oder to find the awhwer, ‘The ers my be evaluated separately or within the equstion itll. For example, when solving an equa tion chat has the parameter “ajea” as onc of iis tots, dhe ate tern (A) may be eva uated separately and ite value substituted isto the equation [as in Prob. 14.209), or Hm he evaluated within the equation itself [as in Prob. 14:94] + Virualy every umber appearing ia a solution is either “give” information (appearing as data in the statement of the problem or on an accompanying usiation), # previeusly omputed value within the problem, a conversion factor (obtainable fiom the List of Co Veision Factors), or a physical property (ebtaincble ‘rom a table or iisicnion in the ‘Appendx) Tor example, in Prob. 1.77, the number 1.49, which docs wot appear ehewlete in the problem, is the dynamic viscosity (a) of glheeria, it was obtained from Table AS in the Append “+ We bive cried to include all hot the most familar items in the List of Abbevians ail Symbols. Hence, when am unknown sign is encountered in a problein or its soluion, a so Df that fit should prove help'al. Ths, the infrequently used symbol is cicounicied Prob. 25.5. According to the list, represents the stream function, aid you ase quickly your way ta solution Evory problem solution in this book thas beer checked, but, with 2500 in all, it is in- evtasle that some mistakes will slip through, We would appreciate it if you would take the time to communicate any mistakes. you find to vs, so that they may be corrected in future printings. W> wish to thank Bill Langley, of The University of North Carolina at Charlotte, ‘who assisted us with some of the prablem selection and preparation Abbreviations and Symbols Boe aon (Caphay ale uetwecnsblute velo ffi in sou machin and Kear slay uf point om & ‘otitig body or ecient of thera expansion ot dinensoales ratio of alitade sm raepbere ans Tmoephee Prteia) eagle between relive voi in hydraulic machioes and Uoea velocity of «pur ea soaling ‘ody of sete of empresbliy oF ratio af abstraction dametr (@ dist damcte safc with or oer wet Siface width o other id brake horepower babe power Dai enern wt ped ofsound we wave spud (celery) Celsucer cechnge coe speed of peagaton ‘lorie or CB center of bsaney lec contraction rag ction tietordeag oven eae for per sane rh ante ol gay Fl cb cote lat cotien center 0 eemipise ante of pressure Side bon a oostoux preesie speci boat a consant lume tefieon of elorty swt octet epihor diet ‘depth or dumetero¢ dag frre B dees) thknercf boundary layer Br (Gchaythbkwer of he vec slay AeDeta) Stange in toe diferenne beeen) a Shae eh Dy etetve dareter D ile mete a esndepeh « oma depth o ermal dept e Judaluseheoasey or sci ence oF welacy mytadeh tet ae Idle eioney a sation 3 fox) pump or trie enc femal) bight or sutace roughness Bo punpenegy Bikegeneey sr expences f frequency of osilatin cles per seond) oF ition factor vil J ABBREVIATIONS aND SYMBOLS E Fatrenht fore 5 anyone fore fe tw fore te horror ra ti ioe - foot per sco Fa, fata of aly k tiot he split frce on a dam x seal tore £ sedlerition duet lati or gage ight ran & IER a a selon ‘exe Specie for unt) wright E(Ganime) drealion GN aiganewton (10'N) GPs pigpasea0"Pa) eect palms per ive y Enthlny pera mass height or depth or peesize head or bro + ‘Ree high depth ed * enthalpy por ut gh a ners fe eal energy hed tai hen tee he ‘Serial dep center né rvies as Seta! dep canter of pre x Te es det rion He mewn TGR, ya rate ie 4 ‘ot me oes in eal ene dew re i oepoer i er eyes per cna) t nf or nae Fee » inside deme Ginny) seemtines we a aubaip ca nda team x Fak model eastioy oF Kevin or ingrown! a specie heat ala teal cari 0c) ig ‘egan dt") o Kept U0) tas Elomerer 0 ww inewton (0°) BP apa (OP) BY Ghana 108) L long Wi foro ee 2 udmbds) model ati o a eal ry pound ra pid nas n unalone euge pe beat doasion 9 boda! o ae dimer in prolarybe a trae Re a tas on ate of molecular weight or manent egue BE acance ram coer nyancy te maser shoe lle (10 "be) lion gllons ps day op Bote ABEREVIATIONS AND SYMBOLS bier 0 "UY rlister (10"* meter) riogarenem (UP mepapars! C10 Ps) sale per eur nolo or dyrami iy imegwost (Ut ®) ning roughness coeccac or auntie of kes emt statin spe Brinker number Fron nomber net pniuve sution bea spec peat pu or tating Hrematic rts sa toes Srgusevelonty premure ope Fee usually eeating for on applied preewe) or power pascal ptpbors-velocts factor ‘Sevens parameter paver aio egos pressure one per sgne e od persqace esto Dovel persaneinch ie Pree fo liom a y= WE Sores Fw cate permit nh Ret anit as, sHgeatge ot heat or tole Bow ate heat acne pos unt eight of Bl otume fv at pr ual With fennel des sv somant or Rankine or raultnt fore or hydrani cade ‘nonce ending fan ‘ideal hyde ai Idle ios intaedencty Inside age cies evohtions per mints ‘universal gor eonmint atepy if ubmtanee second Or sep? oper tone ‘sia se pecibeneey spect groiy of manor fad specie git of Mowing Od 0 ABBREVIATIONS AND SYMBOLS ofan) 2 Eee) 5 poeey ergy eee esnnase se 1906s pu cvitui prameter ors te tno ‘rita ade peste groity of Ming id pete gai of ranometn ld thier o ne nface with or tarpetauteortengue ot amon shear ste Shear reste» agton tompertare ebay enter vlocicy ‘pecie volo Bear veonty fangeatal velocity rermann veoaty =e Testor ecight or wight fom rate or work ‘Seeman Ro nner of ray to center of rena in dseton some opt crea depth ‘inanes fm cone of rats (oonter of premre in ysreton erat depo Porm aa Jina dndance eo gud surtaca to cower of gray ‘etn tance rm Igul saris soar of pease

2500 solved problems in fluid mechanics and hydraulics

By jack b. evett.

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