Samples of competitive examination questions: Part XVI
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كتاب (نماذج أسئلة الإمتحان التنافسي/ إعداد علي إبراهيم الموسوي) الجزء السادس عشر: ماجستير أدب قسم اللغة العربية كلية التربية للعلوم الإنسانية جامعة ديالى ... دكتوراه لغة عربية كلية الآداب جامعة بغداد ... ماجستير أدب كلية التربية (الأصمعي) جامعة ديالى ... دكتوراه لغة عربية كلية التربية ... ماجستير لغة عربية كلية التربية للعلوم الإنسانية جامعة ذي قار ... ماجستير هندسة مدني جامعة بابل.
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Samples of competitive examination questions: Part XVI
- 2. 0ﺧطﺄ!اﻟﻣﺳﺗﻧد ﻓﻲ اﻟﻣﻌﯾن اﻟﻧﻣط ﻣن ﻧص ﯾوﺟد ﻻ. 0 2016 16 ﺇﻋﺪﺍﺩ ﺍﳌﻮﺳﻮﻱ ﺇﺑﺮﺍﻫﻴﻢ ﻋﻠﻲ ﺍﻟﺘﻨﺎﻓﺴﻲ ﺍﻹﻣﺘﺤﺎﻥ ﺃﺳﺌﻠﺔ ﳕﺎﺫﺝ )ﻣﺎﺟﺴﺘﲑ-ﺩﻛﺘﻮﺭﺍﻩ( ﺇﻋﺪﺍﺩ ﺍﳌﻮﺳﻮﻱ ﺇﺑﺮﺍﻫﻴﻢ ﻋﻠﻲ
- 3. اناأذج==========================يااإ ءاادس 1 ترا ا نا أ ا)اراهوا(تا د أن اأر درا او اا اواا. يااإ ResearchGate : www.researchgate.net/profile/Ali_Al-Mosawi LinkedIn: www.linkedin.com/pub/ali-i-al-mosawi/61/364/654 Academia.edu: www.independent.academia.edu/AliIAlMosawi ORCiD : http://orcid.org/0000-0002-8688-3208 Publons: https://publons.com/author/551123/ali-i-al-mosawi#profile ResearcherID: www.researcherid.com/AuthorizeWorkspace.action Facebook: www.facebook.com/ali.ibrahim.12177276 Twitter: https://twitter.com/aliibrahim2008 Google+ :https://plus.google.com/+AliIAlMosawi/posts اﻟﻤﻮﺳﻮي إﺑﺮاھﯿﻢ ﻋﻠﻲ Ali Ibrahim Al-Mosawi Ali I.Al-Mosawi
- 21. ii[::': - -;4,)* Clq.._l 'rins #(znu-zot[u/hrr,",..frf.1*.ue-&.o, a) Arkatine rrratrii;ir needs a{3iine neciia for reactior!)l Acidic mareriar n ";;-r;;*r,F ;;]'ior"rruruon, _+,.' "ifi"ffi trH3.fd$"idi. ;;;; d. *"",ion, j/ Jam densiry occru.s at: :l _Zgro,sPeed u{th zero rate of.flow,b) Ivfaximum-speed w-itu="ro rate of flow, 4?y, speed.i,ith mardmi-^ #::;;:.:, _-ai r.Io*-;it".. ---**" rate of flow, I--::, ;:X"J"H"-L*sirg sight distance, a. ma:<im,rm sight angle for h,man b see aay a) 60o, b) 3oo, /l-15",+ ,,xf go". I 4t{I..tt l,.rt+ti t* {*tr4,}*rrp*e -.- -+. -- :::.-'*:r: - -;-:-r-:.;::i.-*: .,, ' ., Q1/Stogs, Iaw gsed for: a) Ifindered.settling calculations, b) Ftoccutding :*ttug ;culation, ;gDiscrere r"ttli"g;ffiilior.,--+_,.. d) None ofthe rbJ; QZl l{ardy-Cross mefhod used.for: a)Design ofstorm.*Ll]"*".i, : : .bfDesien of water dtGtj,mon s-vstem, J| i, ;13nfl;ft"xi*** )3/ rhe reration{1*"**, #;X;Lf;" &*"'f ,,- ulgODr > COO;: "---='. :#---=-,i=:*-' -:t*'* -K).No,relatioa between them, + /*"" ora" "uo.,.ll *'" ,4/ Alum are: 1*Lre tJ/-' ' .l'---'t' Ju-ool -_. (D 19
- 22. r .1dr Q ! 0) calcuiare ti:e volume of a chtorine.conrait basin.'and the quantity of :li:'il::.+$IJqs!d-{hea.v:eri:9e.designflotvisp'20mlls.c6ntact_-tir::e is l.t min, toral chlorine denrand is l7 nrg/!, and chlorine resiauit :::e;:rrein*C is 1..5 nrg/1. ) t'L., i'..1'r-) i i i'i'r'..o l;i,.:ciii t'.'.'Q pi,r:cies are releasec irr rvaterai the sr.nre tinre:panicle.4. h:s a i::.:rrl]l..- i. ni6 !O,t,.. fra4i-l-. x! l,{. I Ai-,.,rr-r i ^c^ ^n --:!::n*ii.i j.i of 0.40 rrrnr. I,aniclc B lias d dianreter.d3 of 0.90 mm. 'irrt is:i.,e rarion cirhe settlinq velociry of paric!e A to thar of p:::i;le i ? Assrrmc eqt:al deniiiie.s. i Q !2) 'l:r:.-t ar: :i.=.: main cgigij,ugqir of c.oncrere used in undergrouni " : : S::.:J:'!::* :::. I I!i.J S;rCciilcstiOnS Of.ercir? Qllr :.r-r. r::airi ;f ::;:i:ue;::s o: i,o.-.ila:ici cericill? Defining ea:h ci :;r -'i,' r.ci: i:: sireir.::n .!:.. ;lipr:lerr:. il- siro'.,, : .: ea..ni;.-les a.lrC dise.d'aiii:SCs cf the o!t: - r,.,ai, ;-c1i.,...r.,. s,,'s:a:: -i ! (()t It --. I F' l i68d' 20
- 23. )ylo n Un iversiry''-Coll e ge of ;ineering il Engineering D epa rtment rduate Studies Competition test for Admission to I{.Sc. Studies Date: Aug. 31,2005 Time: 120 lt{in. int: qucstir:ns (Q1-Q5l arc Conrpul.sorl'; anslt'er only fir'c of qucslions (Q6-Q15) :.: s:.'s:3:'1 sl:l'.'.n ir: Fig. (Qi), rhc pipe-linc bctrvccn (a) a.nC (b) is (2-i0nr) lc;rg, a ui'.:i-c;nr ciia.'neier of (30 cm), ([= 0.021), and conve.t's 'ater. FirJ tLe velocitl' i.::',,; (r',:agnitudc and direction) and iic-Aischarge. (lis:: p,,= 1000 !:g'.ri; g= 9.8 I.F.ee'J:'; ' ia:l:i.,: l-ig lt:a ='iA *25 r:-,.a.s.1 :; t- ,'l eiir !1e_a.i1:or; p.le:ri.cles.igrr:ri_t'r...a ficr,,.c: l2,OCC;-,iilr,lay'is excc:::d tc. u:e ilrti:. r:i a il'te of 20.-rrig/i. celirnri:: :i:.- s:::age vLrlui':e req,:ired t: fro',,ice a" ntirtimum of t nronih's slrppl;'if c.:liv::ies ca:r be cxpeci<-d on a bi.,l':ekirr basis. --iff rhe lactors to obtain: t l. High strength concrcte r 2. Durabte concretc. y( rvhat is thc difference betrvccn f.c a.nd MC as t;-pe oiliquid usphal.:? '.2' Hoiv rvould you cyaluare the pro:arrirrty olaggiegat. ,rr*d in aiphal:ic ' concrctc? f) ' '^''''l'-l -1 s , .od 21
- 24. iljii:,r,.., ,1,' i:, i ..::r li t. .l '.lj;::1:i,:,i'l 'I ?, " A,Star"lbEg-pgbrof road,nzy'cl',ir'asliza,rioa pri-d,ciplcs ,ylO.'a"r prop.er layout o a fuil clcvcr leaf iotcrcbaage. . ,/ ao ,/-:-lA- What is the prcssure at a point l0 m bclow the frec swfacc in a fluid that has a - 1 variablc dcrsiry in kljogrr:s :,-r cubic metcr givcn by p = 450 + ah, io vtrich .Xt' e = 12 !:g/o{ and h is t-hc dLg,rcc in nr',ers mcrsurcd &om the &ee surfacc? .. L.' B -The qh:rnel cross seciici shc'*:: i:r I3 (!) hrs a slopc of 0.0009. Delcrminc th: d.ischrge of water when )'{n:d.:3's c":Icicnt is 0.012. ',-. -.* -. 'b t .: , z-.- * ':' li T-;---: _:: : I ' :. 'l i:;' J..J ll-l _r't :l '"1 I I i 'l il q'; i , I ( -.r"/ | ' L ' '-",1 I llr _jj;_-, 9ro)r --t- I A circula: clarificr bas a surface overl-lorv ratc o( 3l_m/day and a rvcij ot'crflow ratc of 2-t'l'n2/day. Vr:t is the mtximgsl diafr;ffimlvillmeet thesc -- stand!.rds if only a slnglc pcripheral w:ir is uscd? r'r-i I ] 22
- 25. :6 19n]::r:dr':tr B: i_ g $ ii;+ir1,rij'${:l Eo,' ] n: 1. ..'_..:: .:a:1_:r !! r- (t- < ('(*t4<tto = 1r.:1r ,.. ,., C') ' +zf* f , d 5- da1'BOD of a rvasrc is I90mg/1.'D€te'fttriirE thc ultifrr'atc oxygen dcrnand L assum i ng th a t f..r=p.2slde1 Dcfi:re l. ?- a . J- Q ll) t-hc fcllcri'ir.z bricfl;,: . Dry ing sL.i n"kagc o I cq ncietc Creep o!'concret+ Cracking oi eoncrctc * (, chcnr i;a I Q t';; 6( r- +,/ k';,l Q: .5) q ,lr.) a) t- .,.. ) 'ira{ erc tlre mei;r conrpounds of prrtlina cemeni merrtic,;rri.:g conrposition, strcngtir c*relopnient ancl othci prcp:nies of rhcnr. l"hsr ale r,:: cross-s.crior el:nrer'.is olhig;..,,,i;.s anJ rr.l::i ir:c ii:: a:,i.:r,.aE.j . C siqqls.;;s, nrc.{is,a Horu r"ouic 1cu-J':ri,'e a fornrula foi r!r: dis:a:cc reqrrired ro ciccrc::: ri:r. spr'cd c' r'ch:cle fionr VI to g rririls mcvi:.3j$!{j,]9 , ,.t dcllnc thc fciiorving traftlc tcnns : safe passing siglri dista.ncc. b) speed-charg-janes. c) A'e rage daily rrafrrc r.olurnc. .Shorv foi hiil:.....r). p?,,rm:nl .. - .1,,,1,:,", ,-e::i:cnt:n:. b) Fungtioi oi'basc !ri,ei. c) Dciails otggr_:ii.ti b# 23
- 26. 2011-2010 rt"ll /_ t*Er euJ /-?f ''QTlf,he suitable interchange fcrtle iatersection of two express-ways is:/ g11)lull.cloverleaftl,ie,Jl::-.,' 3? Crk I )/ Q8/Design-cnteria for sag cun/es in vertical alignment should include:' a) Safety and comfo.rl - E4E .* b) Drainage, c) Clearance uuder bridge, -f*AIl ofthem.+ e r Q 1 1'l Temperature si:-scep'r.ibiiie, 9r_lc,. crn b-e evaluated by rcsting : {ff":frtTc viscosity ^i n s; {,r -ffir. ==. + i rr- r..i c) Flash p"i"t tu.i : d) peneGtion at is,C. Ql,Tbe role of Nitrogen bases ('as one of cractional component orecl i'a) Bonding agent, bfPepti-ing a,genr, c) Soivenq ,- ; d) Gelling agenr. QI3/Factors neci$spting irrigation, these are: : a) Insufficiffi-rahar, -non-unitbrm distribution of rainfall, controlled watersupply., b) Insufficient rainfall, uaiform distribution oirainfali, controlled^ water supply, @Non of these. + $rsqruBr'rvu' L'r rturuau' coff Y G* Crj Qto.z To contror rc,rackjng irg.g-g9,$!['9tion of rigid pavem "or.7/-' '" i - - ''f 3c';g1t*;,iaiaHttfil*-J ;il" to tne upper.su*ac{- , "'-, - ,ilf{oneofrtrern. . .1;--{---r '--'-----q i ,,','t- + t/' '. , f-,- t-'=-A*; trJrfi[ffiH::l?iflic Tnlterials with p]g reruned erasticity under constanr fll;e**"Tii"d; "'' i L"', ts--. ,: - ':y -b)$elviavrodi..r, -' ltJl / U + {''*-- 'ff"' c)BurgerMod+1, :7+ Y ( t--_--*----4- -.,t) b)Dowetbars,rnusrb;;dH;;;;r#;;:JIJ,"TJI*", c)Tie bars, mus'r be ernbed;;d ""*rs longitudinal joints, 4 Rnc reinforcement, **;;;raced "tJr"-to tt e lower surface. ,/,/- 24
- 27. 2011-2010 .lrll / IJLJI ft Q15/ Permeability are defined as: ,/' a) T[e eveinge selscity of flt'ut 'wtuph DDcr:rs thoogh/. tota] cross secdonai *?? of soil r:nder unit hydraulic gradient. t l/"lpr"r*J* "-/ro o, +/1#fi1;"velocitv 9{f!ow which occ,rs through the totat cross sectional area of soil truder unit hyilraulic gradient. lt ir "Gssed as cm/sec or mlday, (.'t a] 9i t t .qlT'i'g af .* irricati.o.n project there are cerrain imporrant concepts,. q&ich shguid'be kept in view oor.ul1y,^ 4t , ,) ti*y w,ise planning, naulti_purpo se{,oj"ctsr/ b) Basin wise planning, single-purpose proj ects, / #/) lrione, ofthese,- tlqConcrete lining (for canal) hasl, /:l.Ilierr initial'c.st, maintenance costs are at a minimuur, + Pf Alow initial cosr, maintenauce costs are at u mar,imum, c) None of fhese. :+:t"u qf "L.Jt oelir.l f.j et Jl c,LJf iiill Jg,i ,*+.Jr,..rJr i,u.-.s:ll ,r"l,=' Jtl"J llTu*,.r@ ,gjti,L#ty re.-l ,.1*:S: (.+ 6r Lr-.'- OiE ,'u_& (e Z .,j1s d,_6: ({ t,. ,rl9 ;3,a I-1-g,.:=. Ejts f "*('l cj fil ] # pur ,.'-..,*i.o uL +sJl r-: ^rl rlr_.g L::c lj.g,:*//2 "ifu (i ' e rb'u fi-.r r rgii +!,--o---y'p/4- 6;EJl ,jt .6ill4+:+H t+ JrJ 3l -:lr; (.r t-dw :OI OUrrJl 1LA-l # et+js-,LAJ.rU- cb:lA l$r_t" Qz=CoIz+C111+Crqt :e+ il-rte-llorA d g)-L.rI dli 'Co-Cr-Cz:l ("+ , ,, ,Co*Cr*C:{,{€ ,;: ;,;' .cc+ir+cz1y#. ';',r:'. 't ?,'f-f- u--,2-U./ t) ?t'; '**?'{l''u' ,?fu-, ,*#,;,''" i: 4^^.'*',' )-,{ t- :bJ,fvs s.t -r 4 tn , ,. :oOd 4.^.,9,,-,,^?'f+<-_r- -ilr--/lx., 25
- 28. ) Q24/ Viscosity have the c{irnensiions of: a 20I 1_2010 fldl I l*t Jr,: c+ c. Cttir y u:*L'll # Li:-r.Jl iiti.lt ry ey;.lt,.,lLtt t'i,rl 611.;gt +L g nAk, , rful',rll qri ,.*$^ ";rl 6r;i1r (i- ' rtrg.i e-.,1- otjiJl e.*Ji.r y ; :y, +r_ ;[tr*I,t"-'- i .Cti^".11 o. eul , i) )L;tj|.*!tir f €_rt tl cljr,.lJ"l rri+ ul /zLe r*l-66lrJl ,:$ij ( r/- -,r1. Jt_r u$yt . Uij g , elstJl qrjl+-!l otg.ayl ,_i$s (,r(: .LaJts (. I f +-r ll c!:rtUl u.olJ,r .t -*-Or3 eul L1-t:Ll ar!-1 _.$i: * L /ZZt-y, r4i.o-t;.1;.1 (l r4i.o so$ i:L I (+,-J. r4.ie-9o;r3 4A ,yU;;t [{ to-u'(, t &i"-* ;'sti'- " %,ffi:!flfi,y,1 ) (( ,1. .irl d,.j cjtr (9, . Lk ll 1*Lr ,s o-t"g,(€ / ( ,/ a J Lcl n- / [--( tnJF (r A (L) r:nder two a) FL-t, h)_EL1r', Ef rw')' d) FTT, " ,14 fr'- l-/3 t( 1t ' _l: i:': ' l'25/ The locadon oimaximum verocity of river flow is: b) at 0.60m from the sr:rfacrs, c) at Ct.20m from the surface, d) N.one of these abo,,re. Y/a {{' NA-t ,/, v1 ^'< 'u" $6/ The Tid-ry* defle,.ction of simply-supporred beom of lengthcncenpuqrads each equal to (p) uppfiea it'ti,i;;*, "q.,riro, ge 1of.1 26
- 29. The marcimum beuding. moment in a "arrtil"Iv* beam of length (L) qi${bu{gn load of ma:cimum intensiry (IV), ar supp I L* wJ -"--g 4 L r'L-rz< ' The row maierials used in the manufacture of Portland cementdonsist mainly: a) L.ime and iron oxide, u/n . b) $iIica and alumina, ;uf l3rtthof fhe above. Su,lfate resistance cement is used in: b.fConcrete in contact with soil and water, fiBothof the above. :For control of fle>ctrral cracking, factors effect on crack width are: f| In.."ase concrete cov€,r (ch-oose):v ,l) Increase crack wiOth, dDecrease crack width, [---?- '.iNot effecrive | -" ' @ rnrrJ*""rri*u", of tension berrs (choose): I-/ ' ";..";;;-,;;;;; vpv)' a) incr*ase crack widtb" frpec;rease crack widtLr, c)Not effective. For concrete shear strength of beam, factors effect on shear strength are: 1) Addilonal compressive force (choose): y'J Increase shear skength, b) Decrease shear strength, c) hlot effective. 2) Addi'iional tensiie force (ciroose): a)increase shear strength. pf Dewease sheax strengtir, 'c) Not effecti-ve und, L u y'rLL<./ ?t6' wLz .L2 c) / Unit load method for deflegtion can include: a) Bonriing defcrrmations onJy, lfBor ding plus axiat deforrnations, c) Bonding plus axial plus shear deformations. n ) ^r-l J.L .r t,. ir ? 4 uJl ' )v ' )-Zr)l- f1 27
- 30. -.. Gffc)Jlfa+t^ll ,)n,r ^^r^ i-*,r r ir .r r .r, i r ... !r-! '',," / :Q33/ Discuss "AJl tlpes of failure,are possible in ,o1,rr*,. ": :.;:-..1 ; i Q34/ Give two design me+..hods. r between working strength and ultiqate stength )vyf /s* 7^-*,+ )i^-' any size may be located in the area cornmon tc ) Q35/ Openings in flat slabs of inters'ectine reUE4@mp*p b) Coluil@s, _/ ., c) One middle strip and one column skip. J?, 'Q36/ use plastic hinge mechanism, for the reinforced concrete the plastic moment is bearn shown in Fig., a) Mp Q37l For two-way slab sections must not exceeci Ffz.a, b) 3.0, ^l ,, v,l _. j. U*L ' '7-' systems, the spacing of flerural _ times the slab thickness (n). t^ruL*{.NrtY; L *)? AP= -E reinforcement at sitical fl*,) Q38i For the simply supporrecl bpein shown in Fig., the <ieflection and rotation of elastic curve at mid*span ere and . respectiveiy. E I - Constant .-Ja' wF^ T,wL" 24 iPage 6 of 7 Pa" @ 28
- 31. ,tt r..e-. .p i i, a J fr Q39/ The el?stic section modurus of circular section *"i ,l-r= E P'-)- q :-j-- - fiRt 3 T{ {> 3L a) rrD4l64, ,frnfftsz"/ ") n}3l64, d1na43z, e) nD3/16. l= d) 0.6, e) 0.4 {-L € tz.s */ *,u* z,t./4 r*, a z"//fl + t/,t/g r *dc T,trE iY ('-r /Y zrlZ t -z-T -+ <-.. u i' '-_) ?')u ./- iY )/J ,a- LJ Z 29
- 32. 1.. ::Ga"-u*i-s-lL fo t rovin q fiye- qp qs tic q :) cu:i::E r:e -1D E-r- I O L-rJ. -., "- t,/ (* Ya a 3 ir> :ic';:l:;' i --' aa:. ::: :: i::r:1.: . cja:,: :.-:: : : i:, i r r,,'a',. i.,.,..e i:r: r:. .t::5i-i,-f1.:e c::ainage in i:.r:: :lc o:i.enrc::. 'gL^LJ- -+l- -)La-- -'-'- . /-R / lt-": l I /;i''-i'l 30 crn / I_' ' ..',| ,/ t'--. I ' 2-o cr,-, Crots _Secli.271 30
- 33. PART 2 (answdr'five cuestions onlv): Q5) In Fig.( 2). ;6 = 4277 mi pr = 980,Q00 Pa; Z,= 4A m.a.s.l.; D. =0.5 m : P'r = l2 aimospheret;.; Z.b = i0 m.a.s.l., .; Dr =l nt; Q= I m)/s . Find: .tr,- Direction of the florv. +.8- Slope of 'rhe energy lide. IIini: Crlculate resulrs to TF{REE decimal dicirs. -. r I ra ( r) (,. i J:- l:.lt -- ----* u,E) ! I 2.1 | J" r,3.(u) A.'i Lt,iJ i J t' aa31