’ ’ I :— I — I _ ~— — ,————— I _J__—‘ ____’__ f 4—;— _—____ — __—' __.——— — ‘_—’ _____——— ‘_’__,, f _4—— ’ ’ ,,_____— I ’ ___———— J7 I. — " I — 7 7’— ’— " _——— _”‘ f I ’ ,.__———- —___——— A, ___— — _——— I I — ’— THESIS Ely 59M MPUEMEBNS 53F WE WHYEWS 5st A QQMPLEX NRMBLE WmS HER WE EFE'fifl HF METER 93F RM DALON HAL am 19:35 it: . ... .... .. 2;. .:....:.. 3.3:? 5,... ; ...... . _ _ _ 3...-.. . .. _ . . a .p . . . . .. ....§.Q.L..: . I: .J ~ . _. .. . - _. .. o :.. \u "IL . .1c. _ Mn. .N ..~..;..«u! -. . 4 , .. . an,” 3.3;... ...u .i. L. {3... .3» .. . . - .. .v. o 3..»— ahi .. . .. a . ‘ 1... . ... .r I: ..v.uo' $5.1 . . . . n . . . «RTEV. TCk...v»\. . . q .. . . . . . .2. .. :1 . 1 $le 4: Alluy . .....‘1... h . . .L . . . . . . . . .... 1! .94!” 1mm! .14.... 1.. .3“ [hr-ll Pt. 1'2 o .1. .¢rT......nL.u...61.:lt Ox. . , . . ... .. x .r..r...lf... . .912... .1: 51.. r. )1.-. , . . J . . . . v o v .. I I, /; a \- z i ’. n r . 1‘ II . ls . . MSU LIBRARIES .4-__. RETURNING MATERIALS: Place in book drop to remove this checkout from your record. FINES will be charged if book is returned after the date stamped below. 0 SOME APPLICATIO?S OF THE FUNCTIONS OF A COHPLEX VARIABEE A Thesis Submitted to the Faculty of MICHIGAN STAT? COLLEGE or AGRICULTURE AID APPLIED SCITNCE In Partial Fulfillment of the Reguirements for the Degree of Master of Arts by Dalon Hal Ely 1935 1%??th Tim"! E52 ACKNOWLEDGMENT To Doctor James Ellis Powell whose suggestions and help are responsible for this thesis. “05‘4‘32. TABLE OF CONTENTS INTRODUCTION I. Hydrodynamics II. Light III. Electricity IV. Heat Flow V. Potential Theory VI. Algebra VII. Evaluation of Definite Integrals VIII. Differential Equations IX. Plane Geometry X. Statistics XI. Cartography Bibliography 10 18 23 26 29 31 33 h2 M8 53 INTRODUCTION A student is first introduced to complex variable when he studies elementary algebra. At that time he feels that the word "imaginary" expressed very well the usefulness of such numbers. This feeling is usually retained until he takes a course in the functions of a complex variable, and even after a first c urseiue seldom appreciate the applications of the theory to other branches of mathematics and to physics. It is the purpose of this paper to point out some of these apilications. We hope that it will add interest to the study of complex functions and that it will induce more students of mathematics, physics, and engineering to make such a study. No attempt has been made to give an extensive treatment of the applications; it has been our purpose, instead, to give enough applications in the different fields to suggest others. In some of the problems discussed the only method of solution is that of complex variable. While in other problems the solution is ar- rived at more readily by this method. We propose to so arrange the material that it will be readily available to the teacher for presentation to a class, or to the student who feels that tixe spent on such a subject would be w sted as far as usefulness is concerned. fie will discuss oroblems arisin in algebra Where the theonr of poles is applied; problems from st tistics are discussed where Euler's formula and the principle of inversion are used; We will show how to evaluate certain definite integrals by the use of the theory of residues; we will give a proof of the existence of a solution of a linear differential equation, using some of the properties of complex series; the existence of a relationship between trig- onometric functions and exponential functions will be shown and illustrations as to how this relationship is used will be given; and for the use of the teacher of elementary algebra, we will show how certain geometrical theories can be proved in a simple manner by introducing complex numbers. We will also discuss problems from the physical field. Thus, we will apply Laplace's equation and conformal representa— tion to problems in hydrodynamics; Euler's formula and the principle of inversion to electrical problems, Laplace's equation and the theory of inversion to problems arising in the theory of the potential, the principle of inversion to problems in the theory of heat flow, and Euler's formula to the theory of light. We also will show how Euler's formula and conformal representation are used by cartographers and map makers in mapping the earth on a.plane. HYDRODYTANICS The first problem we shall discuss is tiat of a two-di- O Q I mansional, non-rotat-on:l motion that often appears in the theory of hydrodynamics. The straight forward solution of this problem requires that we find a solution of Laplace's eQuation that will also satisfy “n he boundary conditions.* when we have done this we determine the pressure by means of the equation (1) fl 3 - w- jjz-I- 3/ 6? pressure, f velocity : /(%2+(%3Qf2 w force potential, [0.: cross section area and W(X,j) is a. solution of Lailace's equation. This orocess .ay be tedious or even practically imoossible. Another method, wLich, while it is not direct, is much more fruitful, is to take a particular class of solutions of Lcolace's equation and see to what class of problems they may be a plied. If we consider the plane of motion as the co ilex plane, then the com lex analytic function, 0 w : ulx,‘5)+ 4 V0. , which satisfies Laplace's equation is such that if we plot from the z—plane to the w-plane with uf : L4 #- 5“ * R. A. Eoustoun, Kathematical Physics r: we will have a conformal map.* Hence, since the velocity potential is oeroendicular to the stream line, if we consider the real part of the function w to be the velocity potential, the imaginary part will give the stream function. On the other hand, if we consider the imaginary part of w to be the Velocity potential, the real part will be the stream function. As an example, let us consider the analytic function (2) uf: WMHJ). Since (Av-(V: M(X+¢j) : MxMaJ+Mx M? = Mxm3+ (Mi/4943: we have () u: go‘s/ml, 3 , v/ :',Aué¢4()f/duénq7 3 and a2 v2 (M) “5+ ,- ,‘X—l, .2 (5) “2 ”KM—L 4 ma “M‘J ” Plotting (#3 and (5) on the u,v—plane we have a family of ellipses and a family of hyperbolas so arranged that the ellipses and hyperbolas * For a discussion of conformal maps see section X of this paper. Fig. l are perpendicular. Now it is known that if a liQuid is in motion the lines of force are peroendicular to the stream lines. Considering the figure we see that the vertices of the family of hyperbolas all lie along the upaxis between.the points (—1.0) and(l,O). hence we see that if the hfnerbolas are t ken as the stream lines the figure represents the flow of a liquid through a slit and the lines of force set up by uch a system are elliptical. On the other hand we might consider the family of ellipses as represent- ’\ ing the stream lines. again considering the figure we see that the ellipses approach the straight line segment from (-l,Ol to (1,0). In this case we have the motion of a liquid rotating about a thin plate and we see hat as we get away from the plate the stream lines are elliptical and the lines of force hyperbolic. It is readily seen that by taking fj)0 we have the motion about an elliptic cylinder. Another problem in this field of an entirely different type is of interest in that we employ the same function u]: 4W}, It is known that when a liquid seeps through a porous soil, the component of the velocity, in any direction, is pro- portional to the negztive cressure gradient in that san direction. Thus, if (P : pressure gradient, J52: a constant of proportionality, (6) If we insert these values in the continuity eQ‘*tion, 2:5 2.”- + a, Z»! 3;; We find that, 251° 9% 2 ‘____. .- (7) _ VJ“ 3,2“ 33" 0’ Now suppose we consider the problem of the seepage flow under a gravity dam resting on a material that permits seepage.* Tere we seek a function, P, which satisfies Laplace's equation and also certain boun‘ary conditions wnich depend on the nature of the surface of the ground. That is, the pressure must be uniform on the surface of the ground upstream from the heel of the dam, and zero on the surface of the ground down stream.from the toe of If we nmw choose our coordinate system with the origin at the midpoint of the bsse of the dam (Fig.2), (8) 03(ulv) : £g(uly) 77, I * Warren fle:ver, Conformal Rgpresentation, with Applications to Problems g§_Applied tathenatics. American Yathematical Vonthly, October 1932, p. M65. where .304, V) is determined by W: (Ag-[V : a W(X+‘:j). One may now easily find the distribution of unlift pressure across the base of the L8H. In fact, the base of the L8“ is the reoresent— ation, in the (u,v) plane, of the line u.= 65 osjé 77’, of the (x,y) plane. Hence on the base of the dam the eqaations u = a (JO/414.943, y' : 62.4%;VAJZ—Aifln3) reduce to (9) 04:: 62¢QMA:I, Vro, so t‘.t (10) 0°( k, 0) = D '3 03 -I 4&4 sits N: The total uolift or ssure per unit length of dag is found to be 1° " I 4 612‘ - a - _. _ (11) 7°- 95,— m a — (ta, .4 which is the oressure that would be oroduced if the entire base of the den were subjected to a.head of water just one—half the head aLove the ham, or if the oressure decreased linearly from the static head P. at the head of the ;am.to a Vhlue zero at the toe. I V LIGHT One of the most interesting nhysicel ohenomenon that we .encounter in daily life is that of light. “en's idees of the na— tire of ligh' have changed from time to tine through the centuries but little was done in a scientific wzy to determine just what light was until the time of air Isa c Kenton. fewton perfonned noerimcnts along this line and arr'ved at the conclusion that light WLS in the nature of bullets hurtling through soace at an exceedingly high velocitV. At the same time a rival school, headed by Euyfiens, arose on the continent, which hela that light was energy transmitted as a wave. Togey physicists have incoroorated both ideas along with modern Quantum olysics into an exceedingly com- plicated theor . For our ouroose we will follow Huygens and con— sider light in the nature of a wave motion. This motion is conceived to be of tie transverse'tyne, as a water wove, consisting of crests and troughs. The distance from one crest to the next succeeiing crest is called the wave length and is designated.Ly'fi.; the time taken for one comnlete wave to ease a given woint is called the oeriod and denoted by'7r; the velocity, of the wave, is equal t0:%? ; the a ulitude, which is the height of the crest above the normal, is designated by,b ; - . 3 the i tensity of light is equal to.6 . It is nos ible to show exnerimentally that if two waves of equal lengths and equal an litndes are traveling in the same direction through a medium, such that the crest of one falls on the crest of the other, the resultant wave has the same length and an anolituee of va . If, however, the crest of one falls on the 10 11 . trough of the other, the resultant a alitdde is zero. In the latter caie tfie w;ves are se tid to nest we ivelg interfere. To or duce interference between light weves it is nec- ' essary to take light from the same source, solit it into two oarts, lead the carts over different maths and reunite them at a small angle. If tne cifi erence in w)f th is an odd nunter of half wave lengths the waves will inte: fere and dar_:ne s will result. A “e.ve *fliose amulitnde is one,m{y be exoressed Jet- metic- ally b‘ the function Mat—- 7 Jzt-é) The orotlem we are considering here is that of interfer— ence produced by a.medium whose sides are oerfectly olane end oar- allel.* Let B be such a medium and consider a plane wave front, ude one,incident upon it in the direction AP. This will 6+ of amili give rise to a reilected wave P, R , and e.refrected wave in the direction PIC’. Tliis refracted wave will give rise to a reflected save in the direction 0,733 and a t ans: .ittec wave in the direction C T The reilected Have, 0,3k: give s rise to a reilec ted \MQY II' in the direction EzQz and a refracted wave in the direction 2232, end so on; the original iticid.ent wave gives rise to a series of reflected waves slid a series of transmitted waves of reoidly de- creasing intensity. What we are alter is an expression for the intensities of the resultant reflected and ti :nsmitted waves. *- tr! F n: O (,1; U1 cf‘ L‘ 5 lb F3 } J ("r (‘7 C" H 2 (D F" ’g, *6 H 3 12 Letm be the angle of incidence, 9 the angle of refrac- o . l . . tion, e the thickness of the plate. Let/Cfl be amplitudes of see. I ceeding; reflected m.ves,d,c’ be amplitude of succeeding; transmitted waves, and /" the index of refraction. to to h ”I C, ca. 7; 7;. Fig. 3 Draw P, N perpendicular to the surfaces and P‘H perpendicular to ”31° Tmien the first and second reflected mves pass- tl'e plane Pg}: they are in different phases, for the}; were in the Smile phase at P, and have traveled different Optical distances in coming; from Pl. Let their relative phase difference be denoted by d; then d denotes the phase difference between any two successive Waves. 13 We have e' (12) ficlz—JQQ/ and 73H= 73730~2H737f§ : .ZIVC; £JR_¢7 (13) : sea/«64144449 sulfa ; ‘2 (at an 6 . Hence 0’: 61(f‘863r‘cng-75‘H) (1‘4) ._ .2 £135... '53—'59 "’ 71(aoa ‘2‘“ ‘3'“ If the incident wave is denoted by 34;“ $7M- 15—) we can represent the resultant wave by the function a 217 X _ RM[?('¢-v) ”Q in which the amplitude, R, and the phase, d: are to be determined. The first reflected wave is represented by ' 2 /?'£44x-i;r(f“'1%& 114. the second by I . 1277' ._J; _ fl’CC %/?(t V) ad) the third by n’lc’LA[£g(t-%)'ZJ], and so on. rl‘he resultant is the sum of these waves. Hence I 2” a 0 2” fl M[?(t'é)‘ {/3 fl 3AM igrt- %)+A’cc{?tcm{’f‘(f-%)-dj +x1‘cc’1m[’J(t-l)-2dj+m~ M nag—- ’77 if may" 77 c (-27 zJ'- .8 +5337;- 6” ” ‘ -= wad/w"; ' Z7 Since the series in brackets in (76) converges to the value wz' ~49! ext/Q7978 +f€ j) the integration performed in (77) is valid and the resultant series converges. Letting t )7, (,p/zltwa- 221‘.” WIFE}; (3 ’2 4/40. ~77 we have, on differentiating, .q 40‘ I 77 ~ I“ i (00'): *— 5” ”Na” ,2 («Jib/a), -77 1 ,7 - l- 4&1!) . (My: 8” Wm 2 (£00309; (78) ' ~77 I l I I ' I X ' I l ' l ' l I I l I. 77 - ,_ file—9‘60: ' n m"(z)=2'7"7‘/c"”’”"” 4 (4") ”m _.—.. _“-I-"‘ '5 . t ‘ .— vfll K -o v no 1+6 Comparing (77) and (78) we see that ('y (6’) (/x-g)//ZX 1:0(X)+3/23 (fl( 309+;Z7y4) (19" This is analogous to MacLaurin's expansion- Using Euler's formula 8": (24. 14- («444413 (WXJtakes the form, fl, X a?" g 070%,, —" W/[JQ(X‘/’/ya7+tldw'“ (x zz/waje ,2 fla) _/r 1“ 0“le ‘l 2 fl- — :2;7/C ”2 Zd(X-/I/bjwa/a)+7;7 ’76 My fl/jwa/a) ”Z7 The integral 7 ”£40: ,1 16‘ z/AM» (x-fl/DJMJ‘J '5’ may be shown to be zero. Using bz W? ""9. f0; ~41"; WWW— 2/84 Lenard": 228 y: , ~00 With : a?) é:(X—fl/Z we have flzmpza)‘ ‘2z7;/:fl 62 ”‘2 ic;M2(X“/§Q)4Jaéflzfi I <3 ‘ZCQH1(1“A%94061&3 77—0 oo_ -fiz3249 W524) :377:: C? Z43?Q (1"/€;V6J0Aa7‘rz;11£9262}Q(QX—/7Q)d)0/UJ LFl It can be shown that whendfifvz is large, the remainder i 8 small . We find the value of the general term to be 1 W; -&’—’£‘2 1/ 7w; Lie? (79) (Ir/yi/ J/L— 8 ‘20 + g/ZadjfZ—e 20“ 77.- - - - where 4/77. As an example of the use of this formula let us suppose that of 100,000 men of a certain age, 800 die within the year. It is of importance to insurance companies to know the orobability that say 1000 men of the same age will die in another year. In this problem f: .0fléf /: .?Z& /Z = Mama, ,2: 1M- Substituting in (77) t (we a ~x , I 33;; yam/(m2 (XXX/0 -m€ . + 6.3.(7936).r2;7 pus-a XI. CARTOGRAPHY The problem of mapping is the problem of find- ing a one to one (1.1) correspondence between the surface to be mapped and the surface upon which the man is to be made. For the most part we are interested in mapping the earth on a plane. Now we know that it is imoossible to apply a sphere to a plane; that is, a Sphere cannot be mapped on a plane in such e.way that cor- responding arcs will have equal lengths on the sphere and the plane. Therefore, when a map of the earth is made there is necessarily some distortion. The maps with which we are most familiar are conformal maps. These have the listinction that infinitesmal areas cor— respond and that the angle between two arcs on the earth is equal to the angle between corresponding arcs on the map. The most common projections which have this prOperty are Lambert's conformal conic projection in which the earth is considered an ellipsoid of revolution and Mercator's projection in which the earth is con— sidered a sphere. If we have a surface, F(6(,VJ=&, on which the linear element is (80) d: '3 Vala‘f- 7/1/2 in whichV' is a function of I" alone and U'a function of u. alone, the element can be expressed in the form d3 z-.-.- M2014 171-402)) us n9 2 where E! is a function of u and v. To see this write d3 in the form ,1, z_ 4/4; 0/1.!" (01) 4/3 -2717 --.0_ +7-7— ’ By changing the parameters so that .31: fry- ’ dr J’s—l 9 'l (32) the linear element becomes p542: F‘VY/e‘M/‘IJ When the linear element is in this form, the surface is said to be expressed in terms of an isothermal orthogonal system of parameters, and the net of u, v curves is said to form an isothermal conjugate net. After the surface has been expressed in this manner in terms of isothermal orthogonal coordinates, the general conformal representation of the surface upon a plane can be determined. This general representation is given by the equation 1+1}: f(u+¢'v) where fflui V) is an analytic function. The element of length ”(3%.- m2