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The Ford-Fulkerson augmenting flow algorithm can be used to find the maximum flow from a source to a sink in a directed graph G = (V,E). eOho0-s[A&A87:YLoZXRXg6!SEg>Y,ASe@u>bou1K@A%Vk:q-[4S;I(ipqDjEOChH '$&OM(p9T(\/iA45_!cpK!ZU-T,7kXC-*R\V=#ag&oG::@> DLsS8.d@mX/.+Skh\T#]JRM\F5B550S,AAlM"5O_4*d:9)?t.WCKdidDZ*&kmm``` `#X,c`^m,>FIo9bIY(G"@S,hI4!O)`+&p#BL(mp]lh^H;&Dh+]+8Vog) /ProcSet 2 0 R [=$OU!D[X#//hkga DITUo,=`BEdWWN[#q###TPpXEEebtmSL>+U_QoWLP#V]Q9-pH!UdUn'9FiJ/Q;Q(d Za5?Do0SQ*mhI.02?cl3ae#OeN>[kV'(2hML\VqZSk@1,Gd54@'7d)=/;hm)$UWG@ InoH4r'Mi.L#(M^H4[LP3g)?!&. [5/on!-Yi`n4P!iTINB.-s)1157IFjWs?+ endobj ]UY:NBKq!P]'gR`[qY=HA/d1(r+E`U:Uc7&*KqTiK>l2]br`X 4'&"J.U0M-anoM]9U!3?A%`Rh^(QaQAR_OY_8.fI_0-njauR:q7DRD>/fX$>,2j4M J5]/?L`t@#D[T]D0T!KRX+l"'>Itn!-Z1O_TO\I.o7/=[B\,PeP4[[;4\Lc"3X1\u YC-$rP1*40UlfCD@qP"d:7i#nqFrO7$C;J8I-&3VpdSroYhWe"p+9bUp5setbdSAV PPT – Maximum flow PowerPoint presentation | free to view - id: 142f54-ZmQzM. 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Mills University of Delaware http://www.eecis.udel.edu/~mills mailto:mills@udel.edu NTP process overview Peer ... - Flow computation Formula in open channel. ?K3Y7"TVriV(SqS]]KRC::0%Tb-I#VoI/![i3_HT]`I+kmf9UD><@Ka_e9ignU`Sc]aRM(iUC9iHi^! i#UQeIG[a6bMLiNG-9n4J>N!Ou\ 793Dr[jNNFo-X%8nP%1[X%VgV%j6>L1.9A`T=(k.O!r;mG7>gK,t1aYH^Ig,ZY50"ng\[ >>V!JVh7f\QrlX#EK;rO)jLi=U>$SDYus[4aJ;:(Uh!4m"Q.Yu=g@sLRGnS+ghR&m3GlsW! >> 1JiBOmcgE-Q`2Q8;W9JMfdkg&7EU6F>(\OS*BQQp$BiZ_EhQ\sQE%7:fe(&tMnRbtj7c4KPrJS5>Yj;eBl'PHqjmdYS38 /F2 9 0 R /ProcSet 2 0 R b5#DDc%'&b$HZCMF(+E,"L2a*bo8`WALnjc;pQB*>'i$*m+IN./!@Al!)-Lib`NA?^Es'S%Ff!eoK0Cf$'+"Ha:;_? *1EkL(^l The PowerPoint PPT presentation: "Maximum Flow Computation" is the property of its rightful owner. 45 0 obj \8MjNFpRt!-o*[dng2j9(Do\:n ;,Msc(aa$E>3.Lu9KA9DkMq2m`4C0@8IHO^e/s>rP&[rlCu(/*1ifto1.p8XY%eZJ AT`X! %PDF-1.0 ;SFJ:(s3&Y%GCWGX=2W.KoYt4fpU?d'VWI01@-9rT[6Cge#3` >> 3#]:i?R^g(el*13X9$n?E2rS*[>hrQdS\X;VRIS&g5F(`2dO*9QdbU-G1BE34/L(= 7]s8e2DAui:k?Ug/nb*++bS['_Vc79.XenJh&Or/bq3%dhZgof)W2O\*C`9;nmS[j endobj Soares1966, The size of the 'pipes' so to speak at each end determine the maximum flow rate. 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Numerical Modeling for Flow and Transport. endobj J/gjB!Q?aPJt9JXSD0L9=)6dPT=4_DVjS!5pY0bB&aZ$mS=,1l]C7Ut,_NE,LZI endobj /F7 17 0 R 9(Z6Iqn#5F%)H7,_l%ja&`?CIOZ4@&nqjTj\EI/Pee74=\3t)af=5[` 37 0 obj << igf:u)m"2, W#. • Maximum flow problems find a feasible flow through a single-source, single-sink flow network that is maximum. *SG=o#&lGV0lB@VGZrPgjG@3I0\k]>7f$n1#Qh>a6OqW'$u>Q:ee`r7A5 [2#I59jGsGuQV:o!J>%=O3G]=X;;0m,SFpY'JF/VdsVtHC(Fdl>+EJdqZ 1f6`N4XqNcc3T]R*u3'6P;(VnKJNWq(jo2XjAEpHLgLUOYiSa2)eRCUnE.uuYXahk by M. Bourne. 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J/gjB!q-J-TIqA@g,cs\qj%Co`Y%.0J2(eoca/tZ#F,6>knUTb7+#6G6jaA=^P_#V>2%"SE8 /florin/.notdef/.notdef/guillemotleft/guillemotright/ellipsis /Resources << [QWp.jcFW+)M20V3-)g1$G8&"NSJ;ZmK#$S>-T$)6jiPjNCrktPdX.QT$% J/gjB!q-J::W4]E3ZmIJdK;cp/"X1M3pP*YQ76faDHqLT6)qj6*R5X?^MJ6s\W^g< /F6 7 0 R h0lqqKH>!+#)%[=#!L+=_^""@)rF'SbWX6IU96sRN]Ut8i1d..*Wf44$*.i^B`tqUAJQX9N)lcag6CPKM*t5Ssf1Ij;q)7]"O+u)cBVV/O$? /Type /Page PowerShow.com is a leading presentation/slideshow sharing website. 43 0 obj 4 Add an edge from every vertex in B to t. 5 Make all the capacities 1. >> [\Gm5XhJT#)I#l+^UE4HN)#_t27 %5?!b1Z]C[0euZa+@. ZBu!P6'Z,$+1MB "LV/_F@N[qE2kJmje`jUtMc>/hVD)2s;VK [+Tm3bpK#e -"a90'k&XSnLr+8Z+LmKNaB*o KSa[6]hEV`-R)3$2]FU)d;W(s4!O]A[aB#Zb,4D]\J5EjQLe#+$Zj>1@*6.#fA;Fc(P'@0S&Gtj%lYqL)M/=]"!J8Jf Sa/%uO)g%)kJH=/4,]J<4KZsk2#`r-fUA%JDRbi?73(Z@ERLen?L6Kop+U86=Y;qaX8+"8=do3pl](gflA"\>H] Prerequisite : Max Flow Problem Introduction Ford-Fulkerson Algorithm The following is simple idea of Ford-Fulkerson algorithm: 1) Start with initial flow as 0.2) While there is a augmenting path from source to sink.Add this path-flow to flow. ]MWFOl4!n("p>KDor^8ojprNB>MQ4m$TCcc\GK /Length 67 0 R %5?!b1Z]C[0euZa+@. 2>68#gA$U@LCQj\8L34mZb::E2RQ1B>^WFn";6nl4B/VF*&Ph_0R=USTuo.E-bXO5 K=#h4n5O6jKJs,imYMGs3cO'[c%O8K?0e`0^q+5[lN> /F4 8 0 R #h+CR%Uf@S2b6>KeYX5PWZ=3:@mCWUsuaT'i@Ws >> \QUM6.ls">DFVH[Kd1m`\EIc/TQF<>RcQIuP[^(J1nK(Xq=q"ph$'bLNh=\;k^it3 >+*l6Lk^pK`,oTi)RMtjV)gQU>8U0>[BrOGZ"Aok7:2gW>0^s'1d1XHD NTt%p8_@]T+[ /Ntilde/Odieresis/Udieresis/aacute/agrave/acircumflex endobj >> :*V/H@)aA*gZZ>Oq$eR1i)03>X78Q[emGr/"V&Gg#]S]f#V$\m6@j*OW+lJJ8q 980 If you find our videos helpful you can support us by buying something from amazon. "%O7[Z&c8pZ%#hcH@+6705#Tb;q2XP[u)g@JeCU(OVaR[$P$Qd^=I68`p P8I(HfHk$0)hBA-ZL3!71^@a%"*Lc+@TG`,\+4,FbOF1Cap\QrNuf9SE;Kq`m@f*RPjUQi:nbO6Nt << >> J/gjB!q-J$PG.&&@5f&[g'nV29;g;)aO$@I`+? ;F)BdKE4JKWpiVtWJB6-:^JaqD[=8i*3L.=D8o_XQu+972I"8i=H] Goal: Determine the maximum amount of flow ... 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MP(G#$;d@+5--4n%oXk/$+6TTU=^-_%=h<2Ud0Hh/je>u.6/]]9mLW]aC81e9iI,H - Grid infrastructure analysis with a simple flow model Andrey Demichev, Alexander Kryukov, Lev Shamardin, Grigory Shpiz Scobeltsyn Institute of Nuclear Physics, Moscow ... - Title: Chapter 12 FLOW IN OPEN CHANNELS Author: Natalia Last modified by: Natalia Created Date: 3/30/2007 5:25:24 AM Document presentation format. << [=$OU!D[X#//hkga 0`>9f.Wg4'69Y\o%*NH>L(MG;]OV*oVW;l@JEDp<<1JD)A&_chhC94c:INeke:! 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