ࡱ> Root Entryj<?#FileHeaderUDocInfoKPBodyText 2?2? !"#$%&'()*+,-./0Root Entry0z? #FileHeaderUDocInfoKPBodyText @ݣ?@ݣ? 1 !"#$%&'()*+,-./0123456789:;<=>?@ABDEFGHIJLMNOPQRSTYVWXZ[\^_bcdefghiklmnopqrstuvwxyz{|}~HwpSummaryInformation.CPrvImage PrvTextDocOptions 0z?0z?Section0jScripts 0z?0z?JScriptVersion ` DefaultJScript]_LinkDoca 4th Examination, Environmental System Engineering, April 25th, 2013 Professor Joon Hyun Kim, Environmental Engineering Department, Kangwon National University part`! QUA2K 1. Explain the hydraulic and water quality theory of QUA2K. 2. Explain the numerical method of QUAL2K. 3. ManningX D $X| parta! Environmental Modeling (H֘t ǔ ବ H 8X ` 1. D , tX ǡ, Uְtٳ, TY Q,  $ Xm D hXՔ 3( 佼^J^>M݆ߣiH ?Q1R8-0_Lx!a*a.Ka2Y8&C4!daqt~5YfQ8cr6]qRuP^x.(e( LRsz}81$J{rf:?,s23f((EZ2kzhdPUJS V+xnP%xϻ!*Zh&c;L/rSeva2x-*gB4D`mdmpov;-1mJv[- 5b:H56B j%k86ČJ[B:p̅KJ[uHeXn;DK"_e+xZGk^|zhOŧGOROt/֯~<-EOjQa!+*yz dnXihQ<T^X\;0aA7Q96a6uo^|E.2UAHWP Document File l ,L +gؤ6ɛ3L X6 8hSLط})Gs=_Hq!QKs{w%6ROqjva0A)& ~SC8ͣg5Dm3gE".1"jwzyj2 @>(`@ZG>u-AY>5+:LFGHIJKLNOPu@DO 6C,H,#GB!k0~ 6*7=M*Z:ҙ#?*?ӿT@Y~X+mj3'm[v|:j)%C$Mϼ5#00 wX1w·wbQ!4|bcd߈X Ȕ |0| 0 X|. 3)  Qp X X )X t`t| ijX|. partb! Environmental Modeling Chapter 3 (H֘t ݴ¤\ Chapter 3 8X ` 1. 0(, 1(, 2(, n( Q, ֌Q, QX X QǍijX t| ijX|. (n( QX PŔ tX ijt L). 2. ɰT QX 3 Ž )X t.FpH {H%ꓟ~{7;xfOk*n5nW]HW>;k6I iM4!m⃋nUV) 4-e +nKmYZR` sq;jf;޹s|ι 8SxQqs`GsP{ BЂЁ^;Ww@]تDCڛxCvjśbCC䫏~n=.ÎR-3`K<.& 88}|3q\h3EEqߦ'4Ǚt3/@F4=MGELCNřm6UxqyE4Hfcz+b(RX+[0Z̬QΫN1WA56 0zqǥ/Q_&^TX sT(kpDWHcxɐ?kkn9*Y{TzlVc> 0,jm--8k-ׂcmgPΣj ~8>7( DqƵk ՄQmx&\~՟'ш4gq" Fh]5SYy@i6Fc1bu665u-qG:| X%~0S{nXįq"am֎Xd3ȟUSjyBYv›.90?`BR$3X Χ$+VL}i熹?ɾ ~ho!rt\F,cB6$M$!7ɔϣԿCϣ__K^W8:f8:63>1FV[TJBx,idQҥaL$l90 +Y5Aû@~jՠ?#DIP.~53d.y^M+= HxgPHهwe2wo;=;H]zy!{B鞫8eSoϓ&dTXQZ|ԫJOMIZQPġ1r__.Y7ګkALH/?D=˱e>O=ODB.ҺD"BR?~nU\Ѭhޒn1jGIyop{;J QN(/"0#·7#׈~.f{-kH?f_ 2*~W"e\q&: D?0t%/#¿?eu*xyU Ʃ+X0?1Uck v+ 1OՑM&ls3 b d HZBNG ham(2vnaf`_V_HSQф(HIpFt>C$#=HJ0XRå "|* bJGwf z ;v]w9{9} g2TTur :M ci3@l VVE=1B0 j滕hB X$`[ݘs.|"|G"fD=h5B?-^c<]X )@cK<*` to'z{T%q-Nن čpӼ=~'(w,L縳(gcҜ-z8ˍ*-/. U ~VOa6nA~f,]Ǚ|?7p7\Tj(kf1QCE+~Ec둱ZeĻGþG\ƑmuRfV@@3FQ-oU z\&LʎA%qVZ]1iaZp~ 849_ !"#$%&'()*+,-./0123456789:;<=>?@ABDEFGHIJLMNOPQRSTYVWXZ[\^_bcdefghiklmnopqrstuvwxyz{|}~HwpSummaryInformation.CPrvImage PrvTextDocOptions j<?j<?Section0jScripts j<?j<?JScriptVersion ` DefaultJScript]_LinkDoca 4th Examination, Environmental System Engineering, April 15th, 2013 Professor Joon Hyun Kim, Environmental Engineering Department, Kangwon National University part`! QUA2K 1. Explain the hydraulic and water quality theory of QUA2K. 2. Explain the numerical method of QUAL2K. 3. ManningX D $X| parta! Environmental Modeling (H֘t ǔ ବ H 8X ` 1. D , tX ǡ, Uְtٳ, TY Q,  $ Xm D hXՔ 3( k;{F"p3bJq+☶eo[ 7rvwB,4~(nrsaD n5K T竞" Y'ɭm$_@1s3\^8PT'RE.֞hۖ I cƭ10b;Jħ:VshC:Q?TN¬Ev`=,S\^XCGN|,C" P5pyWTY]&FBkdcfMꄐ -Re1=La:Ќ4Dj񋱜 :X @dsNd3Wr̈́6v|Mu0Ζ5JGdK0-,䠐Iyud,JA&LQ}BKgIҒ(M^?iӃôb/G1n;LE+zg!vivi"SL6`2y6k87;Ӗ6Ol%-ub:He6B j%k8VČնq̅됶*5HUXnY҂ȯ1<ʣ%/ u>=hѧ#TԧGdէGl˗WQ?k-EOB9+*c17<z dnXihqcg*vaLUgSYyM\0ȋ? 7/MSO>&O "r HWP Document Filem6]ؤ6ɛ$ Λ+gZl7g6.ll"qЦ "doSJ=_Hq!QKs{w%6UROqjΚMb҄!4M4!m.U[6,RPBҖ1 0.bgi>H}("bϹN{Ι};VO8"0(O Et@Sc 2ϦƍB>vC9-UC7Z!0^;w*1W;U'_kW񆜧UD7.>IP~n>."R#3`S>.&:q<-Փif>_Jsn9f.  Oh3g^JLYfT_~5əm6UxpyEy$xv^3y1=S yh*V;rNJL6Vho)3kgU Յg\+q yxje{8ڗ/*-bq劅9 p5R8W`xɐ?kk.9*Y{TzvmVo9 0$jm -;kcaPΣj ~8^+7m+ BqƵk ՄQmx&\~՟'ш4gq">V#`.[{V 穜o{FјwpvDM nomGG]cdWaߣ&ju5>N$! ѪUũ pjv9Gq]Z 9!AJY&U`1_K a/ʯBhB3^]Ciڎ%k -W%ʠhn~AT"I4]2R0 &WeǹE@,ך}] ]Hjՠ?ĚDIR.~5=`&O)3 HxgPXكwewoۍ=;YHzy!Ғ{QBm?cUoϑ&TLXՃ1Zr4JWMKZS`Qr_[*Yޝ0ګkAtX/폓?G=K%>O=ODB.΄CҚD |0~oeT\լhޒn1jbG)yw`{;B RNu+/"o8+·7"׈~.{k:I?^ 2*~W"\q&:G?0t0+"?eq截fDEU %cX0?1UcJh v+ 1H &ls|3 b)d HZBNDhau0:vnaf`_V_HSQф(HIpFt>C$#=HJ0XRå "|* bJGwf z ;v]w9{9} g2TTur :M ci3@l VVE=1B0 j滕hB X$`[ݘs.|"|G"fD=h5B?-^c<]X )@cK<*` to'z{T%q-Nن čpӼ=~'(w,L縳(gcҜ-z8ˍ*-/. U ~VOa6nA~f,]Ǚ|?7p7\Tj(kf1QCE+~Ec둱ZeĻGþG\ƑmuRfV@@3FQ-oU z\&LʎA%qVZ]1iaZp~ 849_:).O|{<ݓQ?3J_fNA3D|y't+3A]4'bOƂbO2+a/-1>@@C]ܮX=wXu#M&|+ÍSrL=p.caY'(^Ÿ&=Y-Us{Q:zuvdrUR cn]>\V 2o5)g.Ԫ16%4>_8y(ła,l:).O|{<ݓQ?3J_fNA3D|y't+3A]4'bOƂbO2+a/-1>@@C]ܮX=wXu#M&|+ÍSrL=p.caY'(^Ÿ&=Y-Us{Q:zuvdrUR cn]>\V 2o5)g.Ԫ16%4>_8y(Fyl