6 th International Conference on Trends in Agricultural Engineering 7-9 September 2016, Prague, Czech Republic

Size: px
Start display at page:

Download "6 th International Conference on Trends in Agricultural Engineering 7-9 September 2016, Prague, Czech Republic"

Transcription

1 THEORETICAL INVESTIGATIONS OF MINERAL FERTILISER DISTRIBTION BY MEANS OF AN INCLINED CENTRIFGAL TOOL V. Bulgakv 1, O. Adamchuk, S. Ivanvs 3 1 Nainal niversiy Lie and Envirnmenal Sciences kraine Nainal Scieniic Cenre kraine Insiue r Agriculural Engineering 3 Lavia niversiy Agriculure Absrac A presen a grea pa mineral erilisers is inrduced by means machines equipped wih cenriugal spreading ls. One pssible sluins heir imprvemen wards unirm eriliser disribuin arund he surace he ield is he use cenriugal spreading ls wih heir axes rain being inclined a an angle he hriznal plane. Thereical invesigains have been cnduced and a new equain bained describing he mvemen a maerial paricle a eriliser alng he blade he cenriugal l, aking in accun he inclinain angle he spreading disk; and is sluin is given in a clsed rm. The research was carried u wih he use he mehds hereical mechanics and numerical esimains n he PC. Thereical dependencies have been deermined in rde ind u abslue velciy he paricles erilisers a he mmen hey leave he spreading disk. The use he revealed dependencies and heir subsequen numerical sluin n he PC prvided a pssibiliy esablish he impac he design and kinemaic parameers, he perainal cndiins he inclined cenriugal disribur, paricularly, he value abslue velciy he eriliser paricles leaving he disribur disk and heir accelerain angle. ey wrds: dierenial eriliser, cenriugal spreading, abslue velciy. INTRODCTION The prducin eiciency varius agriculural crps depends a cnsiderable degree n he applicain mineral erilisers, ms en inrduced n he ield by he surace mehd spreading hem using machines equipped wih cenriugal spreading ls, were described by BIOCCA (013). The use hese machines has indispuable advanages ver he her similar machines. Ye hey need urher imprvemen, which cncerns, irs all, he unirmiy eriliser disribuin arund he surace he ield and depends n he design and kinemaic parameers heir peraing ls. I is well-knwn ha he wrking widh he machine r he applicain mineral erilisers by a cenriugal mehd depends n he value abslue velciy spreading l and angle erilisers leaving he surace is beween he vec he laer and he hriznal plane. Value depends n he gemeric parameers and he kinemaic cndiins he perain he cenriugal spreading l, as well as n physical and mechanical prperies mineral erilisers. As a resul earlier cnduced invesigains, pimisain he gemeric parameers he cenriugal spreading l was carried u, aking in accun he physical and mechanical prperies mineral erilisers, were described by ADAMCH (004). Besides, i was esablished ha increase in he kinemaic cndiins he perain he cenriugal spreading l is limied by he srengh he granules he erilisers. Therere, when using he cmmn cnsrucin maerials and kinds erilisers, he pssibiliy increase he wrking widh he machines by increasing velciy is exhaused. In rde pimise he cenriugal spreading l wih an inclined axis rain, i is necessary have a mehdlgy which wuld ensure deerminain abslue velciy erilisers leaving is surace and he angle beween he vec he laer and he hriznal plane depending n he parameers and cndiins perain he cenriugal spreading l, as well as he physical and mechanical prperies mineral erilisers. I is knwn ha an increase in he disribuin widh mineral erilisers using he cenriugal spreading l is pssible by reaching rainal values angle, were described by ADAMCH (005). The bained resuls research winess ha he rainal values angle are siuaed wihin he limis 30 о 35 о. A he same ime i was esablished ha he exising cenriugal spreading ls can 109

2 reach he values angle n higher han 15.7, were described by ADAMCH (00). The cenriugal spreading ls wih an inclined axis rain ensure highepimal values angle, were described by ADAMCH (005). The amiliar mehdlgies by using which ne can deermine abslue velciy a eriliser paricle leaving he cenriugal spreading l wih a verical axis rain, were described by ADAMCH (010) and he mehdlgy which allws deerminain abslue velciy a eriliser paricle leaving he cenriugal spreading l wih a hriznal axis rain, were described MATERIALS AND METHODS The design he cenriugal spreading l develped by us wih an inclined axis rain cmprises a la disk which has blades radially insalled n is wrking surace and is cinemaically jined wih he drive uni rary mvemen. Besides, he axis rain he cenriugal spreading l is arranged a an angle he hriznal plane. Fr such a cenriugal disribu mineral erilisers we will build an esimaed mahemaical mdel he mvemen a maerial paricle alng is radially insalled blade s ha he axis rain he spreading l has an inclinain. Fr his purpse, irs all, we will cmpse an equivalen scheme in which we will shw he maerial paricle mving alng he blade he inclined spreading disk, and we will shw he rces acing upn i (Fig. 1). There: M he iniial psiin he eriliser paricle n he blade, pin S he curren psiin he eriliser paricle n he blade, pin О he cenre rain he cenriugal spreading l. Furher, simpliy he analyical sluin he presen ask, we make he llwing assumpins: he ceicien ricin he eriliser paricles agains he surace he blade has a cnsan value; he charace he mvemen each eriliser paricle is he same, and i crrespnds he characer he mvemen he enire mass erilisers alng he blade; he eriliser paricle is mving alng a secin he blade which is cmmn r he verical wall he blade and is bm, wihu a rlling min; he hickness he blade and he diamee he eriliser paricle are negleced. An essenial dierence dispersin he paricles mineral erilisers using he cenriugal spreading l wih an inclined axis rain, in cnras he hriznal ne, is ha here here are basic dierences by VASILENO (1960, 1996), BLGAOV (014) d n cnsider deerminain abslue velciy a eriliser paricle leaving he cenriugal spreading l wih an inclined axis rain he hriznal plane. The aim he invesigain is bain new analyical dependencies in rde discver he impac he design and kinemaic parameers and mdes perain an inclined cenriugal disribu mineral erilisers, paricularly, he value abslue velciy he eriliser paricles leaving he disribur disk, as well as heir accelerain angle. in he psiin vecrs rces applied he maerial paricle depending n a which place he inclined disk mineral erilisers are supplied and gripped by he blades: a he upper pa he inclined disk r is lwer par, a he righ side he axis rain r a is le side. This circumsance shuld als be cnsidered in analyical sluin he presen ask. a) b) Fig. 1. An equivalen scheme he mvemen a eriliser paricle alng he blade he spreading disk inclined a angle he hrizn (а, b respecively, a eriliser paricle is mving alng he blade wihin he limis secrs I, III and II, IV): 1 he disk; he blade; 3 a eriliser paricle 110

3 A irs le us wrie an equain in rde deermine abslue velciy a eriliser paricle leaving he cenriugal spreading l. I will be equal : V V V AC rc NC V rc, (1) where: relaive velciy he mvemen a eriliser paricle a he mmen i leaves he surace V NC he cenriugal spreading l m s -1 ; ransprain velciy he mvemen a eriliser paricle a he mmen i leaves he surace he cenriugal spreading l m s -1. V NC In his case he ransprain velciy he mvemen a eriliser paricle a he mmen i leaves he surace he cenriugal spreading l can be deermined by means such a dependency: V NC R, () where angular velciy he cenriugal spreading l, s -1 ; R he radius he cenriugal spreading l, m. In rde deermine, i is necessary, irs all, have a dependency r he esimain relaive ve- V rc lciy. Due he ac ha he prjecin he cmpnen rce P weigh he eriliser paricle upn segmen АВ in he prcess is mvemen alng he blade changes he direcin he vecr, i is purpseul divide he cenriugal spreading l in secrs in such a way ha he direcin he vecr in he prcess is mvemen did n change wihin he limis each secr. Fulilling his, we bain ur muually equal secrs: EOG I; GOC II; COD III; DOE IV (Fig. ). Segmens EC and DG are muually perpendicular diameers he la disk bu segmen EC rms angle wih he hriznal plane. Le us deermine he values rces acing upn he eriliser paricle M and wrie an equain r he F r resulan rce under he impac which his paricle will mve alng he blade (Fig. 1, ). Since he mvemen he maerial paricle he mineral eriliser prceeds in a recilinear direcin alng he surace he blade, we will wrie his equain in he rm prjecins upn he axis which cincides wih he surace he blade isel: Fr Fc P Fk Pn P n, (3) where: he ricin ceicien he eriliser paricle M agains he surace he blade. Le us deermine he values rces applied paricle M, which cnsiue expressin (3). The resulan rce under he impac which he eriliser paricle M is mving alng he blade is deined as: Fr m d, (4) where: m he mass he eriliser paricle, kg; L he pah cvered by he eriliser paricle mving alng he blade, m; he ime (durain) he mvemen he eriliser paricle alng he blade, s. Fig.. A scheme he disribuin he resulan rce under he impac which he eriliser paricle is mving alng he blade he cenriugal spreading l: а, b, c, d respecively, he eriliser paricle is mving alng he blade wihin he limis secrs IV, I, IIІ and II The cenriugal rce ineria is deermined by means he expressin: Fc mr, (5) where: r he disance rm he cenre rain he cenriugal spreading l bere he curren psiin he eriliser paricle n he blade, m; angular velciy he cenriugal spreading l, s -1. The prjecin he cmpnen rce P he weigh he eriliser paricle upn segmen АВ is deined as: P P cs, (6) where: he angle beween he cmpnen he rce weigh АВ, rad. P F c and is prjecin upn segmen 111

4 The cmpnen rce P he weigh he eriliser paricle acing alng he surace he disk, parallel segmen EС, will be deined by such an expressin: P Psin, (7) where: he angle beween he axis rain he cenriugal spreading l and he verical plane, rad. Frce P he weigh he eriliser paricle will be equal : P mg, (8) where: g he ree all accelerain, m s -. The Crilis rce ineria is deined by he expressin: Fk m d. (9) The cmpnen he rce he weigh he eriliser paricle acing alng he nrmal he bm he blade has such an appearance: Pn Pcs. (10) The prjecin he cmpnen rce he weigh he eriliser paricle upn he nrmal segmen АВ will be equal : Pn Psin. (11) I shuld be remarked ha in case he paricles (he lw) erilisers cme n he surace he cenriugal spreading l wihin he limis secr I r IV, hen in expressin (3) bere rce ne shuld pu he sign, i wihin he limis secr II r III, hen i is necessary pu he sign + bere he symbl his rce. By subsiuing he values rces deined by expressins (4) (11) in equain (3) we will bain a dierenial equain he mvemen he eriliser paricle M alng he blade he cenriugal spreading l, inclined a angle he hrizn: P P sin cs cs sin sin d m mr mg m mg mg d (1) As i llws rm Fig., depending n he secr in which erilisers are supplied n he surace he cenriugal spreading l, he values angle beween he cmpnen he vec he rce P weigh and is prjecin n segmen АВ will be dieren, and he values his angle are deined by such ur expressins: r he case when erilisers cme n he surace he cenriugal spreading l wihin he limis secr I, where: he angle rmed by segmens OE and OB a he cnac mmen he eriliser paricle wih he blade, rad; r he case when erilisers cme n he surace he cenriugal spreading l wihin he limis secr II, where: he angle rmed by segmens OG and OB a he cnac mmen he eriliser paricle wih he blade, rad; r he case when erilisers cme n he surace he cenriugal spreading l wihin he limis secr III, where: he angle rmed by segmens OC and OB a he cnac mmen he eriliser paricle wih he blade, rad; r he case when erilisers cme n he surace he cenriugal spreading l wihin he limis secr IV, where: he angle rmed by segmens OD and OB a he cnac mmen he eriliser paricle wih he blade, rad. Furher we will wrie an equain r disance r rm he cenre rain he cenriugal spreading l he curren psiin he eriliser paricle n he blade. I is deined by means he expressin: r r L, (13) where: he radius he supply he eriliser paricle n he cenriugal spreading l, m. By subsiuing in expressin (1) he value disance r and making a series ransrmains we will bain: S d L r sin cs cs sin sin L g g g d d. (14) 11

5 Le us cnsider a case when he erilisers are supplied n he surace he cenriugal spreading l wihin he limis secr II (GOC). Then equain (14) will have he appearance: d L L r g cs d d g sin sin g sin cs. (15) In such a way a linear dierenial equain he secnd rder is bained wih cnsan ceiciens and he righ-side par. Le us slve he bained dierenial equain (15). Is characerisic equain will lk like his: 0, (16) bu is rs will crrespndingly be equal: 1 1 1,. (17) Le us wrie a general sluin L equain (15) wihu he righ side: 1 L С1e Сe, (18) where: С and С 1 arbirary cnsans. Furher we will ind a speciic sluin equain (15). Le us inrduce he llwing designains: r g cs, gsin. (19) Then, aking in accun he acceped designains, he righ side he dierenial equain (15) will have such an appearance: (0) In his case we will lk r he speciic sluin he heergeneus equain in he llwing way: L W sin Z cs J (1) where: W, Z and J he unknwn ceiciens. These unknwn ceiciens are deined using he mehd indeinie ceiciens. Fr his, we will wice diereniae he speciic sluin (1). We have: Wcs Zsin d () Wsin Zcs d (3) Le us subsiue he bained expressins () and (3) in equain (15). We will have: L cs sin cs cs W sin Z W cs Z sin W sin Z J sin cs. (4) Perrming he necessary ransrmains expressin (4), we will bain: cs cs W sin Z W Z cs sin W sin Z J sin cs. (5) Furher we equae he ceiciens a he crrespnding rignmeric uncins. We have: W Z W, Z W Z, J, (6) W Z, Z W, J. r (7) Frm he bained sysem linear equains (7) in relain unknwns R, S and T we ind he values hese unknwn ceiciens: J W, Z 0,. (8) Subsiuing he values he bained ceiciens (8) in expressin (1), we bain a speciic sluin he heergeneus dierenial equain: L sin. (9) The general sluin he dierenial equain (15) can be wrien like his: 1 L L L С1e Сe sin. (30) The arbirary cnsans С1 and С are und rm he llwing iniial cndiins: 0 a 0 : L 0, d. 113

6 Fr his, we diereniae by expressin (30). We will have: 1 1C1 e Ce cs d (31) sing he presened iniial cndiins, we bain he llwing sysem algebraic equains in relain unknwns С and С 1 : С1 С sin 0, 1C1 C cs 0. (3) RESLTS AND DISCSSION In rde arrive a a inal sluin he dierenial equain (15) and esablish he rule he mvemen a eriliser paricle alng he blade he cenriugal spreading l, inclined a he hrizn (35), we subsiue he bained values (33) and (34) he arbirary cnsans С1 and С in expressin (30): L cs sin e cs sin sin sin e. (35) Aer subsiuin expressins (33) and (34) in expressin (31), we bain he rule abu he change V r velciy in relain he mvemen he eriliser paricle alng he blade a an arbirary mmen ime : V d cs sin r 1e cs sin sin e cs (36) In rde deermine he ime he mvemen a eriliser paricle alng he blade rm he pin is supply (pin M ) he pin is leaving he blade (pin B ), i is necessary replace L in expressin (35) by is value L R, which deermines he disance beween pins M and B, and slve he bained equain in relain ime 1 1 By slving he sysem equains (3) we ind he values he arbirary cnsans С1, С : cs sin С (33) And cs sin sin С (34). By subsiuing he bained value ime in equain (36), V rc we bain value he relaive velciy he mvemen he eriliser paricle a he mmen when i leaves he surace he spreading disk. In such a way, aking in accun expressin (1), we have a pssibiliy deermine he value abslue velciy a he mmen i leaves he surace he spreading disk, when erilisers are supplied n he surace he disk wihin he limis secr II (GOC). sing he bained analyical expressins, in accrdance wih he wrked u prgramme, numerical esimains were perrmed n he PC, which prvided a pssibiliy deermine he impac, and upn VAC. I has been esablished ha increase in he value rm 0 о 90 о leads he change n mre han by 0.1 m s -1. The impac and r upn VAC is presened in Fig. 3. As i is eviden rm he graphs in Fig. 3, a = s -1 increase rm 0.1 m 0.3 m leads a decrease rm 41.3 m s m s -1. Besides, increasing rm 6. s s -1 a = 0.1 m resuls in he increase rm m s m s -1. The chice he secr he supply erilisers n he spreading disk aecs bu lile he value VAC. Thus, a R = 0.34 m, = 0.55, 90 о, = 0. m, 1, = s -1 he values VAC will be he llwing: secr I = m s -1 ; secr II = m s -1 ; secr III = m s -1 ; secr IV = m s

7 = 0.55, 90, = 0. m, 1, ω = s -1 he a values will be: secr I β α ; secr II β α ; secr III β α ; secr IV β α 3. Fig. 3. Dependence abslue velciy a eriliser paricle leaving he surace he spreading disk n he radius is supply (erilisers are supplied n he surace he disk in secr II a R = 0.34 m, = 0.55, 30, 1 ):1 = s -1 ; = 78.5 s -1 ; 3 = 5.3 s -1 ; 4 = 6. s -1. In rde deermine he value he angle a which erilisers leave he spreading disk, a irs i is necessary ind u he place heir leaving. Cnsidering ha he psiin he blade a he mmen is cnac wih he eriliser paricle is knwn, i is expedien use angle is accelerain in rde deermine he place rm which erilisers leave he spreading disk. The angle accelerain is an angle beween he psiins he blade a he mmen is cnac wih he eriliser paricle and he same blade a he mmen when erilisers leave he disk. Le us wrie an equain deermine angle : a. (37) sing expressins (35), (36) and equain (37) he impac parameers, r and upn a was sudied. The bained resuls are presened in Fig. 4 and 5. On he basis he graphs in Fig. 4 ne can draw a cnclusin ha a high values he impac he inclinain angle a he axis rain he spreading disk upn he accelerain angle he eriliser paricle is insigniican. Thus, a = s -1 increasing rm 0 о 90 о resuls in a decreased values rm о о. I has been esablished ha increasing rm 0.1 m 0.3 m leads decreased values rm о a 3.4 о. Besides, he chice he secr he eriliser supply n he surace he disk aecs a lile he value angle a a a. Thus, a R = 0.34 m, Fig. 4. Dependence he accelerain angle a eriliser paricle n angle (erilisers are supplied n he surace he disk in secr II, a R = 0.34 m, = 0.55, = 0. m, 1 о ): 1 = s -1 ; = 6. s -1. Fig. 5. Dependence he accelerain angle a eriliser paricle n radius is supply n he disk (erilisers are supplied n he surace he disk in secr II, R = 0.34 m, = 0.55, ω = s -1, 30, 1 ). The use he revealed dependencies and he mehdlgy r he deerminain he angle a which he eriliser paricle leaves he surace he spreading disk prvides a pssibiliy bain iniial daa r he esimain he disribuin disance a eriliser paricle by he spreading disk. In is urn, deerminain he disribuin disance he eriliser paricle rm he cenriugal spreading l makes i pssible subsaniae her rainal parameers and mdes perain he cenriugal spreading l. a a 115

8 CONCLSIONS 1. New hereical dependencies have been revealed which describe he mvemen a paricle mineral erilisers alng he radially siuaed blade he cenriugal spreading l he axis rain which is arranged a an angle he hriznal plane.. The resuls numerical esimains n he basis he newly bained rmulae allw evaluae he degree impac individual parameers he inclined cenriugal spreading l r he disribuin erilisers by he value abslue velciy he paricle leaving he disk and bain iniial daa r he esimain he disribuin disance mineral erilisers. REFERENCES 1. BIOCCA, M. ET AL.: Aerdynamic prperies six rganmineral eriliser paricles. In: Jurnal Agriculural Engineering. N 44 (e83), 013: pp ADAMCH, V.: Impac he parameers and mdes perain he spreading l upn is leaving by he mineral eriliser paricles. In: Herald Agrarian Science. iev, N 1, 004: pp (In krainian). 3. ADAMCH, O.: Raising labur eiciency he machine r he disribuin mineral erilisers. In: Mechanisain and Elecriicain Agriculure Glevaha: IMESH, N, 005: pp (In krainian). 4. ADAMCH, V.: Subsaniain a mdel r he applicain mineral erilisers // Inerdeparmenal subjec cllecin. In: Mechanisain and Elecriicain Agriculure. Glevaha, IMESH, N, : pp (In krainian). 5. ADAMCH, V.: Thery cenriugal ls r he disribuin mineral erilisers. iev: Agrarian Science, 010: pp (In krainian). 6. VASILENO, P.: Thery he mvemen a paricle alng rugh suraces agriculural machines. iev: ASHN, 1960: 83 p. (In Russian). 7. VASILENO, P.: Inrducin in erramechanics. iev, Selhzbrazvaniye, 1996: 5 p. (In Russian). 8. BLGAOV, V. ET AL.: Thery min a maerial pin alng a plane curve wih a cnsan pressure and velciy. Agrnmy Research. Vl. 1. N 3, Esnian universiy Lie sciences. 014: pp Crrespnding auhr: Semjns Ivanvs, Lavia niversiy Agriculure, Lavia, semjns@apll.lv 116

Kinematics Review Outline

Kinematics Review Outline Kinemaics Review Ouline 1.1.0 Vecrs and Scalars 1.1 One Dimensinal Kinemaics Vecrs have magniude and direcin lacemen; velciy; accelerain sign indicaes direcin + is nrh; eas; up; he righ - is suh; wes;

More information

5.1 Angles and Their Measure

5.1 Angles and Their Measure 5. Angles and Their Measure Secin 5. Nes Page This secin will cver hw angles are drawn and als arc lengh and rains. We will use (hea) represen an angle s measuremen. In he figure belw i describes hw yu

More information

Motion Along a Straight Line

Motion Along a Straight Line PH 1-3A Fall 010 Min Alng a Sraigh Line Lecure Chaper (Halliday/Resnick/Walker, Fundamenals f Physics 8 h ediin) Min alng a sraigh line Sudies he min f bdies Deals wih frce as he cause f changes in min

More information

AP Physics 1 MC Practice Kinematics 1D

AP Physics 1 MC Practice Kinematics 1D AP Physics 1 MC Pracice Kinemaics 1D Quesins 1 3 relae w bjecs ha sar a x = 0 a = 0 and mve in ne dimensin independenly f ne anher. Graphs, f he velciy f each bjec versus ime are shwn belw Objec A Objec

More information

10.7 Temperature-dependent Viscoelastic Materials

10.7 Temperature-dependent Viscoelastic Materials Secin.7.7 Temperaure-dependen Viscelasic Maerials Many maerials, fr example plymeric maerials, have a respnse which is srngly emperaure-dependen. Temperaure effecs can be incrpraed in he hery discussed

More information

The Components of Vector B. The Components of Vector B. Vector Components. Component Method of Vector Addition. Vector Components

The Components of Vector B. The Components of Vector B. Vector Components. Component Method of Vector Addition. Vector Components Upcming eens in PY05 Due ASAP: PY05 prees n WebCT. Submiing i ges yu pin ward yur 5-pin Lecure grade. Please ake i seriusly, bu wha cuns is wheher r n yu submi i, n wheher yu ge hings righ r wrng. Due

More information

Visco-elastic Layers

Visco-elastic Layers Visc-elasic Layers Visc-elasic Sluins Sluins are bained by elasic viscelasic crrespndence principle by applying laplace ransfrm remve he ime variable Tw mehds f characerising viscelasic maerials: Mechanical

More information

Productivity changes of units: A directional measure of cost Malmquist index

Productivity changes of units: A directional measure of cost Malmquist index Available nline a hp://jnrm.srbiau.ac.ir Vl.1, N.2, Summer 2015 Jurnal f New Researches in Mahemaics Science and Research Branch (IAU Prduciviy changes f unis: A direcinal measure f cs Malmquis index G.

More information

ON THE COMPONENT DISTRIBUTION COEFFICIENTS AND SOME REGULARITIES OF THE CRYSTALLIZATION OF SOLID SOLUTION ALLOYS IN MULTICOMPONENT SYSTEMS*

ON THE COMPONENT DISTRIBUTION COEFFICIENTS AND SOME REGULARITIES OF THE CRYSTALLIZATION OF SOLID SOLUTION ALLOYS IN MULTICOMPONENT SYSTEMS* METL 006.-5.5.006, Hradec nad Mravicí ON THE OMPONENT DISTRIUTION OEFFIIENTS ND SOME REGULRITIES OF THE RYSTLLIZTION OF SOLID SOLUTION LLOYS IN MULTIOMPONENT SYSTEMS* Eugenij V.Sidrv a, M.V.Pikunv b, Jarmír.Drápala

More information

21.9 Magnetic Materials

21.9 Magnetic Materials 21.9 Magneic Maerials The inrinsic spin and rbial min f elecrns gives rise he magneic prperies f maerials è elecrn spin and rbis ac as iny curren lps. In ferrmagneic maerials grups f 10 16-10 19 neighbring

More information

Physics Courseware Physics I Constant Acceleration

Physics Courseware Physics I Constant Acceleration Physics Curseware Physics I Cnsan Accelerain Equains fr cnsan accelerain in dimensin x + a + a + ax + x Prblem.- In he 00-m race an ahlee acceleraes unifrmly frm res his p speed f 0m/s in he firs x5m as

More information

THE DETERMINATION OF CRITICAL FLOW FACTORS FOR NATURAL GAS MIXTURES. Part 3: The Calculation of C* for Natural Gas Mixtures

THE DETERMINATION OF CRITICAL FLOW FACTORS FOR NATURAL GAS MIXTURES. Part 3: The Calculation of C* for Natural Gas Mixtures A REPORT ON THE DETERMINATION OF CRITICAL FLOW FACTORS FOR NATURAL GAS MIXTURES Par 3: The Calculain f C* fr Naural Gas Mixures FOR NMSPU Deparmen f Trade and Indusry 151 Buckingham Palace Rad Lndn SW1W

More information

SMKA NAIM LILBANAT KOTA BHARU KELANTAN. SEKOLAH BERPRESTASI TINGGI. Kertas soalan ini mengandungi 7 halaman bercetak.

SMKA NAIM LILBANAT KOTA BHARU KELANTAN. SEKOLAH BERPRESTASI TINGGI. Kertas soalan ini mengandungi 7 halaman bercetak. Name : Frm :. SMKA NAIM LILBANAT 55 KOTA BHARU KELANTAN. SEKOLAH BERPRESTASI TINGGI PEPERIKSAAN PERCUBAAN SPM / ADDITIONAL MATHEMATICS Keras ½ Jam ½ Jam Unuk Kegunaan Pemeriksa Arahan:. This quesin paper

More information

Lecture 4 ( ) Some points of vertical motion: Here we assumed t 0 =0 and the y axis to be vertical.

Lecture 4 ( ) Some points of vertical motion: Here we assumed t 0 =0 and the y axis to be vertical. Sme pins f erical min: Here we assumed and he y axis be erical. ( ) y g g y y y y g dwnwards 9.8 m/s g Lecure 4 Accelerain The aerage accelerain is defined by he change f elciy wih ime: a ; In analgy,

More information

PRINCE SULTAN UNIVERSITY Department of Mathematical Sciences Final Examination Second Semester (072) STAT 271.

PRINCE SULTAN UNIVERSITY Department of Mathematical Sciences Final Examination Second Semester (072) STAT 271. PRINCE SULTAN UNIVERSITY Deparmen f Mahemaical Sciences Final Examinain Secnd Semeser 007 008 (07) STAT 7 Suden Name Suden Number Secin Number Teacher Name Aendance Number Time allwed is ½ hurs. Wrie dwn

More information

Brace-Gatarek-Musiela model

Brace-Gatarek-Musiela model Chaper 34 Brace-Gaarek-Musiela mdel 34. Review f HJM under risk-neural IP where f ( T Frward rae a ime fr brrwing a ime T df ( T ( T ( T d + ( T dw ( ( T The ineres rae is r( f (. The bnd prices saisfy

More information

Lecture 3: Resistive forces, and Energy

Lecture 3: Resistive forces, and Energy Lecure 3: Resisive frces, and Energy Las ie we fund he velciy f a prjecile ving wih air resisance: g g vx ( ) = vx, e vy ( ) = + v + e One re inegrain gives us he psiin as a funcin f ie: dx dy g g = vx,

More information

The 37th International Physics Olympiad Singapore. Experimental Competition. Wednesday, 12 July, Sample Solution

The 37th International Physics Olympiad Singapore. Experimental Competition. Wednesday, 12 July, Sample Solution The 37h Inernainal Physics Olypiad Singapre Experienal Cpeiin Wednesday, July, 006 Saple Sluin Par a A skech f he experienal seup (n required) Receiver Raing able Gnieer Fixed ar Bea splier Gnieer Mvable

More information

Unit-I (Feedback amplifiers) Features of feedback amplifiers. Presentation by: S.Karthie, Lecturer/ECE SSN College of Engineering

Unit-I (Feedback amplifiers) Features of feedback amplifiers. Presentation by: S.Karthie, Lecturer/ECE SSN College of Engineering Uni-I Feedback ampliiers Feaures eedback ampliiers Presenain by: S.Karhie, Lecurer/ECE SSN Cllege Engineering OBJECTIVES T make he sudens undersand he eec negaive eedback n he llwing ampliier characerisics:

More information

Strengthening of web opening in non-compact steel girders

Strengthening of web opening in non-compact steel girders IOSR Jurnal f Mechanical and Civil Engineering (IOSR-JMCE) e-issn: 2278-1684,p-ISSN: 2320-334X, Vlume 12, Issue 5 Ver. II (Sep. - Oc. 2015), PP 34-47 www.isrjurnals.rg Srenghening f web pening in nn-cmpac

More information

Optimization of Four-Button BPM Configuration for Small-Gap Beam Chambers

Optimization of Four-Button BPM Configuration for Small-Gap Beam Chambers Opimizain f Fur-Bun BPM Cnfigurain fr Small-Gap Beam Chamers S. H. Kim Advanced Phn Surce Argnne Nainal Larary 9700 Suh Cass Avenue Argnne, Illinis 60439 USA Asrac. The cnfigurain f fur-un eam psiin mnirs

More information

Impact Switch Study Modeling & Implications

Impact Switch Study Modeling & Implications L-3 Fuzing & Ordnance Sysems Impac Swich Sudy Mdeling & Implicains Dr. Dave Frankman May 13, 010 NDIA 54 h Annual Fuze Cnference This presenain cnsiss f L-3 Crprain general capabiliies infrmain ha des

More information

MASSACHUSETTS INSTITUTE OF TECHNOLOGY 6.265/15.070J Fall 2013 Lecture 15 10/30/2013. Ito integral for simple processes

MASSACHUSETTS INSTITUTE OF TECHNOLOGY 6.265/15.070J Fall 2013 Lecture 15 10/30/2013. Ito integral for simple processes MASSACHUSETTS INSTITUTE OF TECHNOLOGY 6.65/15.7J Fall 13 Lecure 15 1/3/13 I inegral fr simple prcesses Cnen. 1. Simple prcesses. I ismery. Firs 3 seps in cnsrucing I inegral fr general prcesses 1 I inegral

More information

GAMS Handout 2. Utah State University. Ethan Yang

GAMS Handout 2. Utah State University. Ethan Yang Uah ae Universiy DigialCmmns@UU All ECAIC Maerials ECAIC Repsiry 2017 GAM Handu 2 Ehan Yang yey217@lehigh.edu Fllw his and addiinal wrs a: hps://digialcmmns.usu.edu/ecsaic_all Par f he Civil Engineering

More information

Introduction. If there are no physical guides, the motion is said to be unconstrained. Example 2. - Airplane, rocket

Introduction. If there are no physical guides, the motion is said to be unconstrained. Example 2. - Airplane, rocket Kinemaic f Paricle Chaper Inrducin Kinemaic: i he branch f dynamic which decribe he min f bdie wihu reference he frce ha eiher caue he min r are generaed a a reul f he min. Kinemaic i fen referred a he

More information

Finite time L 1 Approach for Missile Overload Requirement Analysis in Terminal Guidance

Finite time L 1 Approach for Missile Overload Requirement Analysis in Terminal Guidance Chinese Jurnal Aernauics 22(29) 413-418 Chinese Jurnal Aernauics www.elsevier.cm/lcae/cja Finie ime L 1 Apprach r Missile Overlad Requiremen Analysis in Terminal Guidance Ji Dengga*, He Fenghua, Ya Yu

More information

The Buck Resonant Converter

The Buck Resonant Converter EE646 Pwer Elecrnics Chaper 6 ecure Dr. Sam Abdel-Rahman The Buck Resnan Cnverer Replacg he swich by he resnan-ype swich, ba a quasi-resnan PWM buck cnverer can be shwn ha here are fur mdes f pera under

More information

An application of nonlinear optimization method to. sensitivity analysis of numerical model *

An application of nonlinear optimization method to. sensitivity analysis of numerical model * An applicain f nnlinear pimizain mehd sensiiviy analysis f numerical mdel XU Hui 1, MU Mu 1 and LUO Dehai 2 (1. LASG, Insiue f Amspheric Physics, Chinese Academy f Sciences, Beijing 129, China; 2. Deparmen

More information

CHAPTER 7 CHRONOPOTENTIOMETRY. In this technique the current flowing in the cell is instantaneously stepped from

CHAPTER 7 CHRONOPOTENTIOMETRY. In this technique the current flowing in the cell is instantaneously stepped from CHAPTE 7 CHONOPOTENTIOMETY In his echnique he curren flwing in he cell is insananeusly sepped frm zer sme finie value. The sluin is n sirred and a large ecess f suppring elecrlye is presen in he sluin;

More information

Non-uniform circular motion *

Non-uniform circular motion * OpenSax-CNX module: m14020 1 Non-uniform circular moion * Sunil Kumar Singh This work is produced by OpenSax-CNX and licensed under he Creaive Commons Aribuion License 2.0 Wha do we mean by non-uniform

More information

ELEG 205 Fall Lecture #10. Mark Mirotznik, Ph.D. Professor The University of Delaware Tel: (302)

ELEG 205 Fall Lecture #10. Mark Mirotznik, Ph.D. Professor The University of Delaware Tel: (302) EEG 05 Fall 07 ecure #0 Mark Mirznik, Ph.D. Prfessr The Universiy f Delaware Tel: (3083-4 Email: mirzni@ece.udel.edu haper 7: apacirs and Inducrs The apacir Symbl Wha hey really lk like The apacir Wha

More information

Microwave Engineering

Microwave Engineering Micrwave Engineering Cheng-Hsing Hsu Deparmen f Elecrical Engineering Nainal Unied Universiy Ouline. Transmissin ine Thery. Transmissin ines and Waveguides eneral Sluins fr TEM, TE, and TM waves ; Parallel

More information

1. VELOCITY AND ACCELERATION

1. VELOCITY AND ACCELERATION 1. VELOCITY AND ACCELERATION 1.1 Kinemaics Equaions s = u + 1 a and s = v 1 a s = 1 (u + v) v = u + as 1. Displacemen-Time Graph Gradien = speed 1.3 Velociy-Time Graph Gradien = acceleraion Area under

More information

Answers: ( HKMO Heat Events) Created by: Mr. Francis Hung Last updated: 21 September 2018

Answers: ( HKMO Heat Events) Created by: Mr. Francis Hung Last updated: 21 September 2018 nswers: (009-0 HKMO Hea Evens) reaed by: Mr. Francis Hung Las updaed: Sepember 08 09-0 Individual 6 7 7 0 Spare 8 9 0 08 09-0 8 0 0.8 Spare Grup 6 0000 7 09 8 00 9 0 0 Individual Evens I In hw many pssible

More information

Chapter 2. First Order Scalar Equations

Chapter 2. First Order Scalar Equations Chaper. Firs Order Scalar Equaions We sar our sudy of differenial equaions in he same way he pioneers in his field did. We show paricular echniques o solve paricular ypes of firs order differenial equaions.

More information

CHAPTER 6 WORK AND ENERGY

CHAPTER 6 WORK AND ENERGY CHAPTER 6 WORK AND ENERGY CONCEPTUAL QUESTIONS 16. REASONING AND SOLUTION A trapeze artist, starting rm rest, swings dwnward n the bar, lets g at the bttm the swing, and alls reely t the net. An assistant,

More information

Theory of! Partial Differential Equations!

Theory of! Partial Differential Equations! hp://www.nd.edu/~gryggva/cfd-course/! Ouline! Theory o! Parial Dierenial Equaions! Gréar Tryggvason! Spring 011! Basic Properies o PDE!! Quasi-linear Firs Order Equaions! - Characerisics! - Linear and

More information

Subject: Turbojet engines (continued); Design parameters; Effect of mass flow on thrust.

Subject: Turbojet engines (continued); Design parameters; Effect of mass flow on thrust. 16.50 Leure 19 Subje: Turbje engines (ninued; Design parameers; Effe f mass flw n hrus. In his haper we examine he quesin f hw hse he key parameers f he engine bain sme speified perfrmane a he design ndiins,

More information

INFLUENCE OF WIND VELOCITY TO SUPPLY WATER TEMPERATURE IN HOUSE HEATING INSTALLATION AND HOT-WATER DISTRICT HEATING SYSTEM

INFLUENCE OF WIND VELOCITY TO SUPPLY WATER TEMPERATURE IN HOUSE HEATING INSTALLATION AND HOT-WATER DISTRICT HEATING SYSTEM Dr. Branislav Zivkvic, B. Eng. Faculy f Mechanical Engineering, Belgrade Universiy Predrag Zeknja, B. Eng. Belgrade Municipal DH Cmpany Angelina Kacar, B. Eng. Faculy f Agriculure, Belgrade Universiy INFLUENCE

More information

Physics 111. Exam #1. September 28, 2018

Physics 111. Exam #1. September 28, 2018 Physics xam # Sepember 8, 08 ame Please read and fllw hese insrucins carefully: Read all prblems carefully befre aemping slve hem. Yur wrk mus be legible, and he rganizain clear. Yu mus shw all wrk, including

More information

Theory of! Partial Differential Equations-I!

Theory of! Partial Differential Equations-I! hp://users.wpi.edu/~grear/me61.hml! Ouline! Theory o! Parial Dierenial Equaions-I! Gréar Tryggvason! Spring 010! Basic Properies o PDE!! Quasi-linear Firs Order Equaions! - Characerisics! - Linear and

More information

Announcements. Formulas Review. Exam format

Announcements. Formulas Review. Exam format Annuncemens 1. N hmewrk due mrrw! a. Wuld be an ecellen eening sud fr and/r ake he eam. Eam 1 sars da! a. Aailable in Tesing Cener frm Tues, Sep. 16 10:15 am, up Mnda, Sep, clsing ime i. If u pick up ur

More information

11. HAFAT İş-Enerji Power of a force: Power in the ability of a force to do work

11. HAFAT İş-Enerji Power of a force: Power in the ability of a force to do work MÜHENDİSLİK MEKNİĞİ. HFT İş-Eneji Pwe f a fce: Pwe in he abiliy f a fce d wk F: The fce applied n paicle Q P = F v = Fv cs( θ ) F Q v θ Pah f Q v: The velciy f Q ÖRNEK: İŞ-ENERJİ ω µ k v Calculae he pwe

More information

Differentiation Applications 1: Related Rates

Differentiation Applications 1: Related Rates Differentiatin Applicatins 1: Related Rates 151 Differentiatin Applicatins 1: Related Rates Mdel 1: Sliding Ladder 10 ladder y 10 ladder 10 ladder A 10 ft ladder is leaning against a wall when the bttm

More information

Lecture II Simple One-Dimensional Vibrating Systems

Lecture II Simple One-Dimensional Vibrating Systems UIUC Physics 406 Acusical Physics f Music Lecure II Simple One-Dimensinal Vibraing Sysems One mehd f prducing a sund relies n a physical bjec (e.g. varius ypes f musical insrumens sringed and wind insrumens

More information

WEEK-3 Recitation PHYS 131. of the projectile s velocity remains constant throughout the motion, since the acceleration a x

WEEK-3 Recitation PHYS 131. of the projectile s velocity remains constant throughout the motion, since the acceleration a x WEEK-3 Reciaion PHYS 131 Ch. 3: FOC 1, 3, 4, 6, 14. Problems 9, 37, 41 & 71 and Ch. 4: FOC 1, 3, 5, 8. Problems 3, 5 & 16. Feb 8, 018 Ch. 3: FOC 1, 3, 4, 6, 14. 1. (a) The horizonal componen of he projecile

More information

The motions of the celt on a horizontal plane with viscous friction

The motions of the celt on a horizontal plane with viscous friction The h Join Inernaional Conference on Mulibody Sysem Dynamics June 8, 18, Lisboa, Porugal The moions of he cel on a horizonal plane wih viscous fricion Maria A. Munisyna 1 1 Moscow Insiue of Physics and

More information

Lecture 4 Kinetics of a particle Part 3: Impulse and Momentum

Lecture 4 Kinetics of a particle Part 3: Impulse and Momentum MEE Engineering Mechanics II Lecure 4 Lecure 4 Kineics of a paricle Par 3: Impulse and Momenum Linear impulse and momenum Saring from he equaion of moion for a paricle of mass m which is subjeced o an

More information

Scientific Research of the Institute of Mathematics and Computer Science DIFFERENT VARIANTS OF THE BOUNDARY ELEMENT METHOD FOR PARABOLIC EQUATIONS

Scientific Research of the Institute of Mathematics and Computer Science DIFFERENT VARIANTS OF THE BOUNDARY ELEMENT METHOD FOR PARABOLIC EQUATIONS Scieniic Research o he Insiue o Mahemaics and Compuer Science DIERENT VARIANTS O THE BOUNDARY ELEMENT METHOD OR PARABOLIC EQUATIONS Ewa Majchrzak,, Ewa Ładyga Jerzy Mendakiewicz, Alicja Piasecka Belkhaya

More information

Dirac s hole theory and the Pauli principle: clearing up the confusion.

Dirac s hole theory and the Pauli principle: clearing up the confusion. Dirac s hole heory and he Pauli rincile: clearing u he conusion. Dan Solomon Rauland-Borg Cororaion 8 W. Cenral Road Moun Prosec IL 656 USA Email: dan.solomon@rauland.com Absrac. In Dirac s hole heory

More information

447. Assessment of damage risk function of structural components under vibrations

447. Assessment of damage risk function of structural components under vibrations 447. Assessmen f damage risk funcin f srucural cmnens under virains J. Dulevičius, A. Žiliukas Kaunas Universiy f Technlgy, Kesuci s. 27, LT-4432 Kaunas, Lihuania e-mail: jnas.dulevicius@ku.l, ananas.ziliukas@ku.l

More information

An Introduction to Wavelet Analysis. with Applications to Vegetation Monitoring

An Introduction to Wavelet Analysis. with Applications to Vegetation Monitoring An Inrducin Wavele Analysis wih Applicains Vegeain Mniring Dn Percival Applied Physics Labrary, Universiy f Washingn Seale, Washingn, USA verheads fr alk available a hp://saff.washingn.edu/dbp/alks.hml

More information

IB Physics Kinematics Worksheet

IB Physics Kinematics Worksheet IB Physics Kinemaics Workshee Wrie full soluions and noes for muliple choice answers. Do no use a calculaor for muliple choice answers. 1. Which of he following is a correc definiion of average acceleraion?

More information

Solution to HW14 Fall-2002

Solution to HW14 Fall-2002 Slutin t HW14 Fall-2002 CJ5 10.CQ.003. REASONING AND SOLUTION Figures 10.11 and 10.14 shw the velcity and the acceleratin, respectively, the shadw a ball that underges unirm circular mtin. The shadw underges

More information

3. No. The relationship between the parts of a non-rigid object can change. Different parts of the object may have different values of ω.

3. No. The relationship between the parts of a non-rigid object can change. Different parts of the object may have different values of ω. CHAPTE : ainal Min Answers Quesins. The deer will regiser a disance greaer han he disance acually raveled. The deer cuns he nuber f revluins and he calibrain gives he disance raveled per revluin (πr).

More information

Dr. Kasra Etemadi February 20, 2007

Dr. Kasra Etemadi February 20, 2007 Dr. Kasra Eeadi February, 7 Seady-Sae Sinusidal Analysis Sinusidal Surces: Elecric pwer disribued fr residences and businesses Radi cunicain All signal f pracical ineres are cpsed f sinusidal cpnens Furier

More information

Module 4. Analysis of Statically Indeterminate Structures by the Direct Stiffness Method. Version 2 CE IIT, Kharagpur

Module 4. Analysis of Statically Indeterminate Structures by the Direct Stiffness Method. Version 2 CE IIT, Kharagpur Mdle Analysis f Saically Indeerminae Srcres by he Direc Siffness Mehd Versin CE IIT, Kharagr Lessn The Direc Siffness Mehd: Temerare Changes and Fabricain Errrs in Trss Analysis Versin CE IIT, Kharagr

More information

Acta Scientiarum. Technology ISSN: Universidade Estadual de Maringá Brasil

Acta Scientiarum. Technology ISSN: Universidade Estadual de Maringá Brasil Aca cieniarum. Technlgy IN: 86-2563 eduem@uem.br Universidade Esadual de Maringá Brasil hang, Hsu Yang A mehdlgy fr analysis f defecive pipeline by inrducing sress cncenrain facr in beam-pipe finie elemen

More information

Math 221: Mathematical Notation

Math 221: Mathematical Notation Mah 221: Mahemaical Noaion Purpose: One goal in any course is o properly use he language o ha subjec. These noaions summarize some o he major conceps and more diicul opics o he uni. Typing hem helps you

More information

d 1 = c 1 b 2 - b 1 c 2 d 2 = c 1 b 3 - b 1 c 3

d 1 = c 1 b 2 - b 1 c 2 d 2 = c 1 b 3 - b 1 c 3 and d = c b - b c c d = c b - b c c This process is coninued unil he nh row has been compleed. The complee array of coefficiens is riangular. Noe ha in developing he array an enire row may be divided or

More information

I. OBJECTIVE OF THE EXPERIMENT.

I. OBJECTIVE OF THE EXPERIMENT. I. OBJECTIVE OF THE EXPERIMENT. Swissmero raels a high speeds hrough a unnel a low pressure. I will hereore undergo ricion ha can be due o: ) Viscosiy o gas (c. "Viscosiy o gas" eperimen) ) The air in

More information

51. Elektrijada, Kopaonik

51. Elektrijada, Kopaonik may 11. 51. Elekrijada Kpanik Tes in Physics 1. A mbile is frmed by suppring fur meal buerflies f equal mass m frm a sring f lengh L. The pins f suppr are evenly spaced a disance l apar as shwn in Figure

More information

VOL. 9, NO. 12, DECEMBER 2014 ISSN ARPN Journal of Engineering and Applied Sciences

VOL. 9, NO. 12, DECEMBER 2014 ISSN ARPN Journal of Engineering and Applied Sciences RESSURE AN RESSURE ERVATVE ANALYSS FOR FRACTURE HORZONTAL WELLS N UNCONVENTONAL SHALE RESERVORS USNG UAL-OROSTY MOELS N THE STMULE RESERVOR VOLUME Fredd Humber Escbar, Karla María Bernal and Guiber Olaa-Marin

More information

ISSN: (Online) GAP FUNCTION ON VARIATIONAL-LIKE INEQUALITY IN BANACH SPACE ABSTRACT

ISSN: (Online) GAP FUNCTION ON VARIATIONAL-LIKE INEQUALITY IN BANACH SPACE ABSTRACT Indian JSciRes (: 93-99, 5 ISSN: 976-876 (Prin ISSN: 5-38(Onine GAP FUNCTION ON VARIATIONAL-LIE INEQUALITY IN BANACH SPACE ABDUL RAOUF a AND SHIVANI SHARMA b ab Deparmen Mahemaics, Gv P G Cege Rauri, Rauri,

More information

Coherent PSK. The functional model of passband data transmission system is. Signal transmission encoder. x Signal. decoder.

Coherent PSK. The functional model of passband data transmission system is. Signal transmission encoder. x Signal. decoder. Cheren PSK he funcinal mdel f passand daa ransmissin sysem is m i Signal ransmissin encder si s i Signal Mdular Channel Deecr ransmissin decder mˆ Carrier signal m i is a sequence f syml emied frm a message

More information

i-clicker Question lim Physics 123 Lecture 2 1 Dimensional Motion x 1 x 2 v is not constant in time v = v(t) acceleration lim Review:

i-clicker Question lim Physics 123 Lecture 2 1 Dimensional Motion x 1 x 2 v is not constant in time v = v(t) acceleration lim Review: Reiew: Physics 13 Lecure 1 Dimensinal Min Displacemen: Dx = x - x 1 (If Dx < 0, he displacemen ecr pins he lef.) Aerage elciy: (N he same as aerage speed) a slpe = a x x 1 1 Dx D x 1 x Crrecin: Calculus

More information

Examples of Complex Sound Fields:

Examples of Complex Sound Fields: UIUC Physics 406 Acusical Physics f Music Eamples f Cmple Sund Fields: Eample # 0: Generic 3-D Mnchrmaic Traveling Wave: Befre we launch in discussing several specific eamples f cmple sund fields/sund

More information

SUFFICIENT CONDITIONS FOR EXISTENCE SOLUTION OF LINEAR TWO-POINT BOUNDARY PROBLEM IN MINIMIZATION OF QUADRATIC FUNCTIONAL

SUFFICIENT CONDITIONS FOR EXISTENCE SOLUTION OF LINEAR TWO-POINT BOUNDARY PROBLEM IN MINIMIZATION OF QUADRATIC FUNCTIONAL HE PUBLISHING HOUSE PROCEEDINGS OF HE ROMANIAN ACADEMY, Series A, OF HE ROMANIAN ACADEMY Volume, Number 4/200, pp 287 293 SUFFICIEN CONDIIONS FOR EXISENCE SOLUION OF LINEAR WO-POIN BOUNDARY PROBLEM IN

More information

Two Coupled Oscillators / Normal Modes

Two Coupled Oscillators / Normal Modes Lecure 3 Phys 3750 Two Coupled Oscillaors / Normal Modes Overview and Moivaion: Today we ake a small, bu significan, sep owards wave moion. We will no ye observe waves, bu his sep is imporan in is own

More information

Numerical solution of some types of fractional optimal control problems

Numerical solution of some types of fractional optimal control problems Numerical Analysis and Scienific mpuing Preprin Seria Numerical sluin f sme ypes f fracinal pimal cnrl prblems N.H. Sweilam T.M. Al-Ajmi R.H.W. Hppe Preprin #23 Deparmen f Mahemaics Universiy f Husn Nvember

More information

Hall effect. Formulae :- 1) Hall coefficient RH = cm / Coulumb. 2) Magnetic induction BY 2

Hall effect. Formulae :- 1) Hall coefficient RH = cm / Coulumb. 2) Magnetic induction BY 2 Page of 6 all effec Aim :- ) To deermine he all coefficien (R ) ) To measure he unknown magneic field (B ) and o compare i wih ha measured by he Gaussmeer (B ). Apparaus :- ) Gauss meer wih probe ) Elecromagne

More information

PHYSICS 149: Lecture 9

PHYSICS 149: Lecture 9 PHYSICS 149: Lecure 9 Chaper 3 3.2 Velociy and Acceleraion 3.3 Newon s Second Law of Moion 3.4 Applying Newon s Second Law 3.5 Relaive Velociy Lecure 9 Purdue Universiy, Physics 149 1 Velociy (m/s) The

More information

2002 November 14 Exam III Physics 191

2002 November 14 Exam III Physics 191 November 4 Exam III Physics 9 Physical onsans: Earh s free-fall acceleraion = g = 9.8 m/s ircle he leer of he single bes answer. quesion is worh poin Each 3. Four differen objecs wih masses: m = kg, m

More information

Ramsey model. Rationale. Basic setup. A g A exogenous as in Solow. n L each period.

Ramsey model. Rationale. Basic setup. A g A exogenous as in Solow. n L each period. Ramsey mdel Rainale Prblem wih he Slw mdel: ad-hc assumpin f cnsan saving rae Will cnclusins f Slw mdel be alered if saving is endgenusly deermined by uiliy maximizain? Yes, bu we will learn a l abu cnsumpin/saving

More information

Exponential Weighted Moving Average (EWMA) Chart Under The Assumption of Moderateness And Its 3 Control Limits

Exponential Weighted Moving Average (EWMA) Chart Under The Assumption of Moderateness And Its 3 Control Limits DOI: 0.545/mjis.07.5009 Exponenial Weighed Moving Average (EWMA) Char Under The Assumpion of Moderaeness And Is 3 Conrol Limis KALPESH S TAILOR Assisan Professor, Deparmen of Saisics, M. K. Bhavnagar Universiy,

More information

Ground Rules. PC1221 Fundamentals of Physics I. Kinematics. Position. Lectures 3 and 4 Motion in One Dimension. A/Prof Tay Seng Chuan

Ground Rules. PC1221 Fundamentals of Physics I. Kinematics. Position. Lectures 3 and 4 Motion in One Dimension. A/Prof Tay Seng Chuan Ground Rules PC11 Fundamenals of Physics I Lecures 3 and 4 Moion in One Dimension A/Prof Tay Seng Chuan 1 Swich off your handphone and pager Swich off your lapop compuer and keep i No alking while lecure

More information

On the Resistance of an Infinite Square Network of Identical Resistors (Theoretical and Experimental Comparison)

On the Resistance of an Infinite Square Network of Identical Resistors (Theoretical and Experimental Comparison) On he esisance f an Infinie Square Newrk f Idenical esisrs (Thereical and Experimenal Cmparisn) J. H. Asad, A. Sakai,. S. Hiawi and J. M. Khalifeh Deparmen f Phsics, Universi f Jrdan, Amman-1194, Jrdan.

More information

October 1962 THE IMPULSE RESPONSE FUNCTION AND SHIP MOTIONS. W.E. Cummins. Report 1661

October 1962 THE IMPULSE RESPONSE FUNCTION AND SHIP MOTIONS. W.E. Cummins. Report 1661 V393.R4 i Wwllfil IiUhl THE IMPULSE RESPONSE FUNCTION AND SHIP MOTIONS by W.E. Cummins This paper was presened a he Sympsium n Ship Thery a he Insiu flir Schiffbau der Universii Hamburg, 25-27 January

More information

x i v x t a dx dt t x

x i v x t a dx dt t x Physics 3A: Basic Physics I Shoup - Miderm Useful Equaions A y A sin A A A y an A y A A = A i + A y j + A z k A * B = A B cos(θ) A B = A B sin(θ) A * B = A B + A y B y + A z B z A B = (A y B z A z B y

More information

PHY305F Electronics Laboratory I. Section 2. AC Circuit Basics: Passive and Linear Components and Circuits. Basic Concepts

PHY305F Electronics Laboratory I. Section 2. AC Circuit Basics: Passive and Linear Components and Circuits. Basic Concepts PHY305F Elecrnics abrary I Secin ircui Basics: Passie and inear mpnens and ircuis Basic nceps lernaing curren () circui analysis deals wih (sinusidally) ime-arying curren and lage signals whse ime aerage

More information

Physics 235 Chapter 2. Chapter 2 Newtonian Mechanics Single Particle

Physics 235 Chapter 2. Chapter 2 Newtonian Mechanics Single Particle Chaper 2 Newonian Mechanics Single Paricle In his Chaper we will review wha Newon s laws of mechanics ell us abou he moion of a single paricle. Newon s laws are only valid in suiable reference frames,

More information

Driver Phase Correlated Fluctuations in the Rotation of a Strongly Driven Quantum Bit

Driver Phase Correlated Fluctuations in the Rotation of a Strongly Driven Quantum Bit [acceped fr PRA Rapid Cmm; quan-ph/] Driver Phase Crrelaed Flucuains in he Rain f a Srngly Driven Quanum Bi M.S. Shahriar,, P. Pradhan,, and J. Mrzinski Dep. f Elecrical and Cmpuer Engineering, Nrhwesern

More information

Convex Stochastic Duality and the Biting Lemma

Convex Stochastic Duality and the Biting Lemma Jurnal f Cnvex Analysis Vlume 9 (2002), N. 1, 237 244 Cnvex Schasic Dualiy and he Biing Lemma Igr V. Evsigneev Schl f Ecnmic Sudies, Universiy f Mancheser, Oxfrd Rad, Mancheser, M13 9PL, UK igr.evsigneev@man.ac.uk

More information

Multi-Frequency Sheath Dynamics

Multi-Frequency Sheath Dynamics Muli-Frequency Sheah Dynamics Seven Shannon, Alex Paerson, Theodoros Panagopoulos, Daniel Hoffman, John Holland, Dennis Grimard (Universiy of Michigan) Purpose of research RF plasmas wih muliple frequency

More information

In this chapter the model of free motion under gravity is extended to objects projected at an angle. When you have completed it, you should

In this chapter the model of free motion under gravity is extended to objects projected at an angle. When you have completed it, you should Cambridge Universiy Press 978--36-60033-7 Cambridge Inernaional AS and A Level Mahemaics: Mechanics Coursebook Excerp More Informaion Chaper The moion of projeciles In his chaper he model of free moion

More information

Revelation of Soft-Switching Operation for Isolated DC to Single-phase AC Converter with Power Decoupling

Revelation of Soft-Switching Operation for Isolated DC to Single-phase AC Converter with Power Decoupling Revelain f Sf-Swiching Operain fr Islaed DC Single-phase AC Cnverer wih wer Decupling Nagisa Takaka, Jun-ichi Ih Dep. f Elecrical Engineering Nagaka Universiy f Technlgy Nagaka, Niigaa, Japan nakaka@sn.nagakau.ac.jp,

More information

INVESTIGATING THE EFFECT OF FRP CONFIGURATION ON THE ULTIMATE TORSIONAL CAPACITY OF FRP STRENGHTNED REINFORCED CONCRETE BEAMS

INVESTIGATING THE EFFECT OF FRP CONFIGURATION ON THE ULTIMATE TORSIONAL CAPACITY OF FRP STRENGHTNED REINFORCED CONCRETE BEAMS INVESTIGTING THE EFFECT OF FRP CONFIGURTION ON THE ULTIMTE TORSIONL CPCITY OF FRP STRENGHTNED REINFORCED CONCRETE BEMS M. meli 1 * and H.R. Rnagh 2 1 Cenre r Buil Inrarucure Reearch, Faculy Engineering,

More information

Money in OLG Models. 1. Introduction. Econ604. Spring Lutz Hendricks

Money in OLG Models. 1. Introduction. Econ604. Spring Lutz Hendricks Mne in OLG Mdels Ecn604. Spring 2005. Luz Hendricks. Inrducin One applicain f he mdels sudied in his curse ha will be pursued hrughu is mne. The purpse is w-fld: I prvides an inrducin he ke mdels f mne

More information

MATHEMATICAL MODELING OF THE TRACTOR-GRADER AGRICULTURAL SYSTEM CINEMATIC DURING LAND IMPROVING WORKS

MATHEMATICAL MODELING OF THE TRACTOR-GRADER AGRICULTURAL SYSTEM CINEMATIC DURING LAND IMPROVING WORKS Bullein of he Transilvania Universiy of Braşov Series II: Foresry Wood Indusry Agriculural Food Engineering Vol. 5 (54) No. 1-2012 MATHEMATICA MODEING OF THE TRACTOR-GRADER AGRICUTURA SYSTEM CINEMATIC

More information

Topic Astable Circuits. Recall that an astable circuit has two unstable states;

Topic Astable Circuits. Recall that an astable circuit has two unstable states; Topic 2.2. Asable Circuis. Learning Objecives: A he end o his opic you will be able o; Recall ha an asable circui has wo unsable saes; Explain he operaion o a circui based on a Schmi inverer, and esimae

More information

!!"#"$%&#'()!"#&'(*%)+,&',-)./0)1-*23)

!!#$%&#'()!#&'(*%)+,&',-)./0)1-*23) "#"$%&#'()"#&'(*%)+,&',-)./)1-*) #$%&'()*+,&',-.%,/)*+,-&1*#$)()5*6$+$%*,7&*-'-&1*(,-&*6&,7.$%$+*&%'(*8$&',-,%'-&1*(,-&*6&,79*(&,%: ;..,*&1$&$.$%&'()*1$$.,'&',-9*(&,%)?%*,('&5

More information

Suggested Practice Problems (set #2) for the Physics Placement Test

Suggested Practice Problems (set #2) for the Physics Placement Test Deparmen of Physics College of Ars and Sciences American Universiy of Sharjah (AUS) Fall 014 Suggesed Pracice Problems (se #) for he Physics Placemen Tes This documen conains 5 suggesed problems ha are

More information

Kinematics Vocabulary. Kinematics and One Dimensional Motion. Position. Coordinate System in One Dimension. Kinema means movement 8.

Kinematics Vocabulary. Kinematics and One Dimensional Motion. Position. Coordinate System in One Dimension. Kinema means movement 8. Kinemaics Vocabulary Kinemaics and One Dimensional Moion 8.1 WD1 Kinema means movemen Mahemaical descripion of moion Posiion Time Inerval Displacemen Velociy; absolue value: speed Acceleraion Averages

More information

The lower limit of interval efficiency in Data Envelopment Analysis

The lower limit of interval efficiency in Data Envelopment Analysis Jurnal f aa nelpmen nalysis and ecisin Science 05 N. (05) 58-66 ailable nline a www.ispacs.cm/dea lume 05, Issue, ear 05 ricle I: dea-00095, 9 Pages di:0.5899/05/dea-00095 Research ricle aa nelpmen nalysis

More information

Biol. 356 Lab 8. Mortality, Recruitment, and Migration Rates

Biol. 356 Lab 8. Mortality, Recruitment, and Migration Rates Biol. 356 Lab 8. Moraliy, Recruimen, and Migraion Raes (modified from Cox, 00, General Ecology Lab Manual, McGraw Hill) Las week we esimaed populaion size hrough several mehods. One assumpion of all hese

More information

Thermal Analysis Validation for Different Design Tubes in a Heat Exchanger

Thermal Analysis Validation for Different Design Tubes in a Heat Exchanger Thermal Analysis Validain fr Differen Design Tubes in a Hea Exchanger Rshan. V. Marde, Ashk. J. Keche Deparmen f Mechanical Engineering, MIT, Aurangabad (M., India Aricle Inf Aricle hisry: Received 2 January

More information

IMPACT OF AN OBLIQUE BREAKING WAVE ON A WALL

IMPACT OF AN OBLIQUE BREAKING WAVE ON A WALL Source: Physics of Fluids Vol 6 No pp 6-64 4 DOI: 6/64445 IMPACT OF AN OIQUE REAKING WAVE ON A WA Jian-Jun SHU School of Mechanical & Aerospace Engineering Nanyang Technological Universiy 5 Nanyang Avenue

More information

23.2. Representing Periodic Functions by Fourier Series. Introduction. Prerequisites. Learning Outcomes

23.2. Representing Periodic Functions by Fourier Series. Introduction. Prerequisites. Learning Outcomes Represening Periodic Funcions by Fourier Series 3. Inroducion In his Secion we show how a periodic funcion can be expressed as a series of sines and cosines. We begin by obaining some sandard inegrals

More information

Physics Notes - Ch. 2 Motion in One Dimension

Physics Notes - Ch. 2 Motion in One Dimension Physics Noes - Ch. Moion in One Dimension I. The naure o physical quaniies: scalars and ecors A. Scalar quaniy ha describes only magniude (how much), NOT including direcion; e. mass, emperaure, ime, olume,

More information