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THEORY OF THE CONSTANT GRADIENT LINEAR ELECTRON ACCELERATOR by R.B.Neal Technical Report A.E.C. Contract T(04-3)-21 (Project ment o. 1) M.L. ReI rl N • 513 1\Iay, 1958 ftficrowave Laboratory lliNSEN L..uJORATOJll.ES 0 PJJy I 5'1: RD U frY TA! ORD CA:uro

Transcript of SLAC National Accelerator Laboratory - THEORY OF … › history › sureports › ML513.pdfTHEORY...

  • THEORY OF THE CONSTANT GRADIENT LINEAR

    ELECTRON ACCELERATOR

    by

    R.B.Neal

    Technical Report

    A.E.C. Contract T(04-3)-21 (Project ment o. 1)

    M.L. ReI rl N • 513 1\Iay, 1958

    ftficrowave Laboratory • • lliNSEN L..uJORATOJll.ES 0 PJJy I

    5'1: RD U frY TA! ORD CA:uro

  • THEORY OF THE CONSTANT GRADI ENT LINEAR

    ELECTRON ACCELERATOR

    by

    R. Bo N~a1

    A.E.C , Contract AT(04-3)-21 (Project Agreement No.1)

    TECHNICAL REPORT

    M. L. Report No . 513

    Ma,yo 1958

  • TABLE OF CONTENTS

    Page I. Introduct i on....... 10 • • • • • • • • ••

    II. Design philosophy . . . . . 0 . 0 , . 0 20 . · III. Required variation of t.he attenuation

    coeff i.cient q I . . 0 . . . . · . . 30 0 0 IV. Effect of varying electron beam current

    on power flow. . . . . . • • < . . . . 50 V. Electric field strength and electron energy 6·

    VI. Filling time. o • • 7

    VII. Stored energy • 8

    VIII. Effective shunt impedance per unit length 90

    IX.. R-F to beam conversion effic i ency. 12

    X. Example of constant gradient accelerator . 150 0 0 0

    Appendix Power flow in the constant gradient

    accelerator 17D 0 0 0

    - ii _.

  • LIST OF PIGURES Page

    1. Variation of the r-f power with the distance alo~ 22

    t he accelerator for various values of the beam loading

    paramete r 0 m 0

    2. Effective shunt impedance -r per unit length 23 versus T = wtp/2Q for various values of beam load i ng

    paramet e r 0 m. -3. Effect!ve shunt impedance r per unit length 24

    versus beam loading parameter 0 m for various values

    of 't':;:: wtpf2Q

    4. T = wtF/2Q versus beam loading parameter 11 25

    m 0 for t hree conciitions (with Ina c:: 0 ) 0 5. Conversion ef fici encyo ~ v versus 26

    .or = wtp/2Q for various values of beam loading parameter 0 m.

    6. Conver sion eff1.ciency 0 ~ 11 versu' beam loading 27

    paramet eru m 0 f or various values of T ~ ootF/2Q •

    7 . Comparison of t he maximum conversion ef f i c i encies 28

    ~ max. for t he constant gradient structure (with0

    mO : 0 ) and the unifo~ st ruc ture.

    8. Comparison of the maximum conversion effic ency 29 -~ max. a nd effective shunt ilnpedance o r of the0

    constant gradi ent st ructure versus T ~ ~tp/2Q for

    various design val ues of t he beam load. ng parameter Q roo; also shown are values f or the unifo~ structur e .

    9. Variation of t he group veloc 1t~ v g f or various 30 Q

    lengths of consta nt gradi ent structure (for nu = 0 ) wi t h certain assumed parameters.

    10 . Elect ron beam energy 11 V , versus peal:: beam 31

    current 0 i f or v.arious l engths of constant gradient

    structur e (wit h ~ ~ 0 ). Also shown is the conversion

    ef f i c i encyo ~ 11 when PL c:: 0 for each length.

    ~ iii - .

  • 32

    page

    011. Relative values of r shunt impedance per unit length and Q versus group veloc i tyo v g " for the di sk

    loaded st ructure operating i n t he TI/2 mode ; andTO Oa are the values at v Ic =0.01.

    g

    - i v

  • THEORY OF THE CONSl'ANT GRAD IENT LINEAR

    ELECTRON ACCELERATOR.

    I. I NTRODUCTION

    The linear e l ectron accelerator with the usual unifozm modular'

    dimensions has the property that the fractional dissipative loss i n

    r -f power per unit length in the conducting walls of he structure

    is constant over t he entire 1 ngtho This means that the magnitude

    of t he r-f power a nd the e1 etria field strength in the structure

    decrease exponentially th lengtho Thus " the peak field is higher

    than the average field in the structure " In an accelerator of

    opt:lJ:num designq it may be shownl that the ratio of peal:: to average

    f i e l ds is appro:dmat ly 10 75 ( neqligible beam loading case) u

    The maximum electron nezvy Mch may be achieved in a given

    l e rgth is limited by the peak fields which may be produced i n t he

    accelerat or structure without arcing, excessive field emissionq or

    gassinqo It is c lear that a structure designed to have a constant

    f ield throughout can produce electron energies about 1 015 times as

    high a s an optimized unifozm structure when both are operatil'g' at

    t he l imit of electric f 1 ld strength o Of courseo a larqer amount

    of r-f power is needed to obtain the incr ased electron energie

    but even with the same power input the constant gradient structure

    produce s s lightly h i gher electron energies t han t he uniform

    structure 0 1 The increased accelera ion is not large enoug to

    wa rrant the mbre complied ed design of the constant gradient

    s t ruoture , Such a desig n is i ndi cated howeve r where the electric

    fields expected in the struoture are near the critical value at

    the operating f requency .

    The constant gradient linear lectron accelerator has

    pre i ously been tud i edl under the Simplifying assumption of zero

    beam l oadiIW;1 0 In t h is r eport II the effect of beam loading upon the

    design and perfollllance of the accelerator will be examined . In

  • addit iono the results will be given i n dimensionless form so that

    t he various equations and graphs can be used at any operating

    f r equency.

    Another advan'age of the constant gradient accelerator which

    will be shown in this study is that it i s somewhat less subj ect to

    beam loading t han t he uniform accelerator structure . Thus 0 f or an

    acceler ator of given f illing time and lengtho it shoul d be possible

    to obtain approximatel y 5 to 20 per cent more beam power with the

    constant gradient machine.

    II. DESI GN PHILOSOPHY

    It is possible t o des i gn the accelerator struc ure i n the

    following wayS3

    .1 a To achi eve constant electric field gra ent i n the

    struct ure i n t he absence of the elect ron beam~ in this case o the

    steady-state electric field will decrease wi h distance after the

    beam is turned on ,

    2. To achieve const ant electric f ield gradient in t he

    structure in the presence of the electron beamg i n this case o t he

    steady~state electric f ield wil l increase with distance before t he

    beam s t urned on . It will become uniform over the accelerator

    length when an elect ron beam of the design value i s t urned ona It

    wi ll i ncrease (o r decrease) with distance if the elect ron beam is

    less (or re) than the design value o

    3 0 To compromise betwee ca ses (1) and (2) by causing the

    electric field to i nc rease with distance before the beam i s

    turned on i n the same relative amoun that it decr eases with

    d stance after a beam curre ' of the desi gn value is t urned on.

    Usually 0 case (1) will be the favored design as it is the

    most oonservative from the r-f breakdown viewpoint o Ther e may be

    cases o however 0 when case (2) may be desirable. Suppose q for

    exampleo t hat the f illing time of he accelerator is short

    compared to the t otal beam time . In this event Q t he desi gner may

  • choose the des i gn of case (2 ) in the expectation that t here i s les s

    danger of r -f breakdown before the beam is turned on. When the

    beam is present. the probability of breakdown may be enhanced by

    the presence of stray elect rons and secondary gamma radiat ion .

    Case (3 j may be chosen if the designer is not qUite so confident

    of the valid.i.ty of t hese argument s and wants t o compromise between

    cases (1 ) and (2) .

    In the discussion which f oll ows u we wil l. s pecifically treat

    case (2) but the results may eadlly be applied to either case (1 )

    or case (3j. The graphs wi ll mainly apply t o ca se (I ) .

    III. REQUIRED VARIATION OF THE ATl'ENUATION

    COEFFICIENT I .

    For constant electric f ield strength. t he r~f power dissipated

    per unit length in the accelerator structure ~lst be constant over

    the accelerator enqtho In other words q the same amount of r-f

    energy must be made ava. labl e t o every ca vity of the s t ructure in

    order to obtai n a constant el ect ric field gradient . Tlms o the r - f

    power must decay l inearly with d istanceo i oeo 0 2

    where

    PI '''' inpUt r -f power

    p 2 "'" r-f power rema,ini ng at the end of the accelerator section

    L ,~ length of acceler ator section

    z "" d istance from inpllt end

    y - (P1 - P 2 ) / L a verage power expenditure per un!ta:;: length in the accelerator.

    6If the power P is plotted aga.i.nst distance Z the result is a

    straight line of slope

    http:valid.i.ty

  • In the presence of electron beam oadinqo the t otal r-f power

    loss per unit l ength is gi ven a; -7

    dP/dz = (dP/dz wall losses + (dP/dz)to electron beam

    2 1 /2 ~ -21P - (2IPri ) (3 .3)

    where I is the voltage attenuation coeffic ient i n em- a.nd r 8

    is the shunt impedance per unit length .

    Equating Eq. (3 .2 ) and Eq. (3. 3) :

    (3 . 4)

    Substit uting for P f rom Eq . (3 . l) ~

    (3 . 5)

    Eq. (3.5) i s a quadratic equa ion which may be so ved for I

    _. 2 2 -J 1 /21 + I (1 +!.L.) - 1 .J

    - '\ 2Y , (3.6 ) 2(P = yz )

    1

    0For a given value of Y t he r-f attenuation coef ficient

    I must be ess with beam loading than in t he case of no-load~ therefore" the negative sign must be al::en in Eq. (3 06) . It is cl ear

    fram Eq. (3 .6 ) that for constant electric field str ength the

    attenuation coefficient I must be increased a l ong t he accelerator

  • length to compensate for the loss in power to the walls and to t he

    beam.

    IV. EFFECT OF VARYING ELECTRON BEAM CURRENT

    ON PCMER FLOW

    After a constant gradient accelerator has been designed for

    particular values of electron current i and entrance and exit

    powers P and P u how do the r - f power q electric field q andl 2 electron energy vary as the electron current is changed? We must

    return to the basic Eq. (3 . 3). We will designate t he des i gn

    values of the parameters i and I as i O and 10 The same

    convent i on will be followed with other parameters to be i ntro

    duced later. Then g from Eq. (3.6)0 the design va lue of t he

    attenuation coefficient I(z ) is given by~

    (4. 1)

    where

    [( . r.i~ ) 2 1 /2

    1.,. · - 1 ] (4. 2 ) . 2Y O

    Substituting the design value TO from Eq. (4. 1) into Eq. (3 . 3) ,

    the result is

    (4.3)

    Equation (4 . 3) may be integrated ( see Appendix) to find the

    r-f power f low as a funct i on of di s tance z . The result is~

    - 5 -.

  • - \

    When iO = a (case (1 ) of Sect i on 11 )0 KO = 1 and Eq. (4. 4 )

    reduces tog

    . II i o ' 0 (4.5)

    The var iati on of P with distance z (for KQ = 1) is shown in F,i.g. 1 where P IP is plott ed agai nst YOz/P for ~arious

    1 l

    I .2) lf2rl values of m == ~~ • The physical meaning of t he parameter

    o

    In will be discussed i.n a l ater section.

    V. ELECTRIC FIELD STRENGTH AND ELECTRON ENERGY

    The electric field strength may be obtained from the power

    f low Eqs. (4.4) and (4 .5 ) 11 and fram Eq. (4. l) .

    ( S . l)

    E == 12-1 Pr o I (. . 2 1 / 2

    I _n \ ::: (Yor) , 1/2 -L1 - 1/2 J

    \ YO /

  • Equat ions (5.1) and (5.2) can be i ntegrated to f' nd the

    electron energy as a f unct i on of he peak beam c r rent i.

    (5 .3 )

    V :: (Y r)1/2 · 0

    j = 0 ( 5 .4)o

    VI. FILLING TIME

    In the incremental t ime dt u the energy i n the .r - f wave

    will move through the distance

    dz ::.; v dt (6. ) g

    where v 1s the group veloci ty i n the accelerator structure. But 0 g 1 it . . 1-.10the group ve oc y 1S g1ven ~3

    j

    where w is the angula r frequency in radians/second.

    - 7

  • Vlir 0 EFFECTIVE SHUNr IMPEDA CE PER UNIT LENGTH

    To obt ain a better understan nq of t he const ant gradient

    accelerator" it is hel pful to r ewrit e the electron energy

    equations i n dimensionl es s terms wh i ch. are suitah~e at any

    frequency. The follow.ing t erms will be used

    (a) }f where :r i s t he ef f ect ve shu nt impedance per unit(I l e ngth. Us i ng r t he e act ron energy is g i ven by

    so t hat

    c V = I !.

    V r Ip Lr

    v 1

    (b) m ~ the rat i o of ther~f powe r transferred to the electron

    beam per unit length t o the power d issipat ed in t he walls of t he

    st ruc t ure per un ' t l ength ,. bo measured at the i nput end of

    the accelerat or (z = 0 ). Thus,

    where 1 is the design value of I a t the i nput end of t he 10

    accelerator and the othe r t erms are as previously defi neda

    From Eq. {4 .l)

    ( 8.4)

    - 9

  • Subst i tuting Eq. (S.4 ) into Eq. (S.3) and rear ranqi nqu we obtain

    , \1/2 m '~ (Y~o) (8 05)

    (c) mO " the design value of m perla! i nq to a particular

    design value of the beam cu r rent, iO

    Substitutinl;1 Eq. (8 05 ) (using 10 and nul into Eq. (4.2) and solving for KO ~ we obtain

    K ' ~l;:...._0'- + Ino

    In order to make use of the energy equations already obtained

    (Eq. (5 .3 ) and (5 .4 »), it is convenient to rewrite the relation for

    if as {8. 7 )

    Equation (6.4) may be rearranged to yie d t he following

    expressions

    (8 . 8)

    or

    (S o9)

    - 10 =

  • Using the expressions devel oped n t his sect onu t he

    no r.mal zed effective shunt tropedance factor~/ r may be obtained fram the energy Eqs. (5. 3 ) and (5.4). The results are

    j~ ~ [1

    x

    _2T\1/2 - e )

    where 20

    The more general aquati·on (8. 10) does not lend itself s mply to

    graphical r epr esentation. Howeveru the more customary case

    (~ ~ 0 ) may be easily presented. This has been done i n Fig. 2

    where Jr/ r is plot edl 2 aga inst T = wtp /2Q for various values

    of m ,-The quanti y /r/ r may also be plo t ed against the beam

    loadi ng parameter m wi th T as a parameter a.s shown in Pi g. 3 .

    In t his presentationo it is not ed that 'he value of !r/ r decreases

    linearly with increasing beam loading , The slope of each curve

    is given by

    - 11 ~

  • As the b eam loading parame er m is ncreased. q the max imum

    val u e of jr/-; occurs f or lower va.lues of -r By di f ferentiati ng Eq. (8.ll ) w th respect to 't" Q the oondition for DlaJtimum

    $/r is found to be~

    2

    m :~ ------------~---- !80 l3)

    2-r0 · 1 ~ ~ -2-i) - 1 Th is conditi on 1s plotted as curve A of Fi go 40 The value of

    m at which the r-.Jf power is reduoed. to zero at z =: L is given

    by

    m ,~.: nul '1 - e-'t1DQ) (8 . 14) oro

    -1m :: .t" o ( 8.15 )

    These poi.nt s are marked by dot s on the curves of Fig. 2 and Fig, 3 0

    IX. R-F TO BEAM CONVERSI ON EFFIe ENCY

    We wi l def in the r -f to beam conversion eff'c iency as

    Vi n (9 1)0P

    This is obviously the frac tion of e inci de t r-f p e r which is

    converted to b eam power. Using Eqs o ( 802)g (8 0 5 ) # a nd ( 8.9 )u we

    may write Eq . ( .1 as

    ~2'r(l+mo )/1 - e n m 9.2I

    I -ff 1 "11- nu Then 0 fram Eqs. ( 8 .10) and ( 8 11) we obtain

    - 12

  • T] = 1 : mO (1 - e - 2T ( 1 +mo)j r!L ~ 1mo l

    1 O

    - -2T (1+mo/ 2) ( s .3)m ~ ,l e____~~______ ~lJrl~~~

    ( in

  • Equation (9 . 6 ) is seen to be i dentical with Eqo (a .lS) ~ the

    latter equation was shown to be t he condition for P ~ 0 0L

    These relationso together with the condition for maximum

    1~/ r (F.qo (8 . 1:3 ) ) are shown plotted together in Fi g o 40 It is observed t hat for a given beam loadi ng m 0 the optimum

    value ot the quant ity r/2Q becomes successively larger i n

    0the order ~ (1) max . Y Ilr (2) max 0 n f rom a'fJ /aT; :::: 0 IJ and (3) max . TJ f rom a'llam iii 0 In the latt ei' caseo insertion of the condition of Eq. (9 0 5) into Eqo (8 , 11) 0 i t is

    found that .JIlr is reduced to one-half of the no--load valueo i .e . o the electron energy in every case drops to one-half when

    the current is increased to g i ve maximum conversion effici encyo 7

    This general behavior was also found for the unifoII11 accelerator

    st ructure 0

    Substituting Eq . ( 9. S) a nd Eq. (9 . 6) .into Eq . (9 04) we fi nd

    f or the maxtmum conversion efficiencies

    . )2 (1 - 2T 1 - e IFrom ~ . 0 TJ max . = - [ ) '-2T ( 9 0 7) am 2 1 - (1 + 2T) e .J

    _ 1 _ e-2T 1 r rom 2.!J. 0 1 (9 08) osaT 1'] max . 2T I*r The maxtmum efficienci es given by Eqso (90 7) and ( 90 8) are

    shown plotted versus 't' in curves A and B of Fig . 70 For

    comparisonu the corresponding' conversion efficiencies f or the 7uniform accelerator structure are plotted. as curves C and D 0

    The advantage of the constant gradient accelerator over t he

    unifonn accelerator is seen t o increase as T becomes larger 0

    t should be recalled that T = IL for the uniform accelerator and T ~ IL for the constant g radient accelerator where I is the average value of the attenuation coeff icient over the length

    of the accelerator section. The f illing t imes of e two t ypes

    - 14 ~,

  • of acce lerator are i dentical f or equal ~

    The conversion eff ciency of the consta,nt g radient a ccelerator

    can be increased even further by designing t he stIucture such that

    II\) > 0 Th sis shown :1.n i g 0 8 where '\ax and j r / r are plotted ve r sus T for severa val ues of mO f or the case where

    P = 0 Also q s own f or compar son a r e the c orresponding curvesL for the uniform s t ructure D

    X. EXAMPLE OF CONSTANT GRADI ENT ACCELERATOR

    To make us of he resul s of thi s study i n working out a

    spec fie example q the f ol owing values of the pert i nent acc e lerator

    parameter s a re taken~

    f "" 2856 Mo /sec

    r = O ~ 473 megohms/em 4Q :- 10

    6 15 megawat 's

    L(ClIl) X 10seconds

    305

    The design value of t he a, tenuation coef fic i ent gi.ven by

    Eq. (4. 1 ) may be wr! t en i n t er.ms of the f illing ime t F as

    - 2 't' 1 - e

    6Substitut i ng L ::::: -.:/ (2935 X 10-. ) a.nd recall ng tha.t

    5w/2I Qc :.:. 2.98 X , 0- /10 we obtain f rom Equ (10 0.1)O

    ~. 15

  • -2 I Z (, - 2.,:'\v 2 .03 X 10 or 1 _. 1: ~ ~ e )-'1 =

    -2-r c 1 - e

    Using Eq. { 0. 2 )0 curves of v /c vs z/L have been plot ed in g

    Fig. 9 for va.rio'lls lengths of accelerator section from 2 to 12

    feet . This shows t he manner i n which the group veloc ity must vary

    over the accelerat or l ength to obtai n constant electric f ield

    gradient.

    The beam energy i n Mev is g i ven in Fig . 10 vs the peak beam

    current i n amperes for each l ength of accelerator section, The

    end point on each curve 1S the beam current which will cause t he

    r- f power t o be reduced to zer o a· the end of he secti on. The

    resulting conversi on eff i c i ency is also given at each termi 1

    poi nt. By compari son with the similar set of curves f or the

    unHorm accelerator structure given i n Ref a 7 it is noted that the

    constant gradient accelerator exhibit s superior performance both

    n beam energy and in terminal conversion efficiency,

    Thr oughout t his study. it has been assumed that the shunt

    impedance and Q are constant over the range of group veloc ities

    requi red t o achieve a constant electri c field gr dient o This

    assumption does not lead to seriou discrepancies as shown in

    Fig. 11 wher e (r/r ) 12 and QIQ are plot ed against theO O nomal .zed group veloci ty over t he range required in the previous

    example. Oa dnd rO are the values at vg /c ~ 0. 010 , In the dis l oaded acceler t or wi phase velocity equal to

    c the group velocity varies approximately as the f ourth power of

    the disk aperture. Therefo re q a change in group veloc ity by a

    factor of 5 or more over the accelerator l ength as in the example

    of Fig. 9 does not requi re an excessive var ation of the aper t ure.

    To reduce the number of cavi y sizes i t sho Id be f easible to

    approxi mate the const.ant gradient case by adjusting the d.imensions

    stepwise with several cavt i es in each step.

    - 1.6 w

  • APPENDIX

    The power f l ow 1n t he accelera or in the presence of beam

    l oading was g iven in Eq. (4.3) ~

    dP -= d z

    (A-I)

    It is desired to s 1ve this e ation for t he power P at any point

    z in the accelera.tor. Substitute~

    (A-2 )

    or

    so t hat

    D

    , 2dP 1 YOKOPri

  • or

    dv 1 dx3-- (A-6)( cf-o ~, YOh /YcfOvd2 YO"I' x

    let

    2v;'; w (A-7)

    dv = 2w dw 0

    then

    2dw 1 dx :-- (A-a)

    Yo(K - l)w +- \ 'YoKuri Yo x o

    Integrating Eqo (A- B) between the limits w - ! to

    ( p \1/2 W =(PI - Yoi)

    af er simpl ificat on ~

    where

    1

    - 1 ;

    - 18 "~

  • 0When i O =0 (! oeo o KO 1} u it is most simple return to Eq • (A-a ) to stat the solutiono Thi& becames g

    {A-IO)

    Integrating Eq 0 (A-IO) 0

    o (A-l) )o

    Equations (A-,9) and (A-ll ) gi ve the power flow at any point z

    in the accelerator o These equations can be used to calculate

    the accelerating f ields and the electron energy ,

    ~ 19 ~.

  • REFERENCES

    IR. B. Neal 0 Report No. 185 u Appendix Aw Mi c rowave Laboratory.

    Stanford UniversitYIl St a nford q California .

    2Since the power dissipa.ted per unit l ength is constant over the

    ent i r e accelerator sect ion, the t emperature r i se should be t he

    same at all points. Thus, the constant gradient accelerator

    should be l ess t r oubled with phase shif t duri ng war.m-up than t he

    unifor.m accele rator which has an exponential power variation,

    .3K• Johnsen Proc . Phys . Soc. (London)g B, 64, 1062 (l95l).q

    4G• Saxong Proc. Phys. Soc. (London) . B~ 670 705 (1954 ).

    SE. L. Chu and E. L. Ginzton. Appendi x B. Report No. 274, Microwave Labora t ory u Stanf ord Uni versity . Stanford g Ca lifornia,

    (1 955).

    6N. C. Chango Report No. 203 0 Microwave Laboratory 9 Stanfo,rd

    UniversitYIl Stanford, California q (1953) .

    7R. B. Nea , Report No. 379, Mi crowave Laboratory . Stanford

    Uni.vers i t y, Stanford o California~ (1957 ) .

    8The shunt impedance ( r ) per unit length and the Q of the

    cavity vary slowly as the cavity shape is chanqed. e. g ., as the

    attenuat ion I is varied . Since the variations in r and Q

    are small over t he range in I wi th which we are dealing. r

    and Q wi l l be considered as constant i n thi s discuss i on. This

    will enable us to obtai n general solut ions whi ch will reveal ' the

    important features of the constant gradient accelera to.r. Fr om

    a detai led knowledge of the variation of rand Q wi 'h

    the same principles which we shall use may be applied to obtain

    exact solut i ons but numerical methods are r equired and the over

    all pi cture is obscured,

    = 20 ~

    I

  • -----"------------------------------------------------------- "- ~ --~ -~-

    9This result may be obtained directly from Eq. (4.4) but it is

    perhaps simpler to start afresh from. Eq. (4 03 ) with ICO :' 1

    10J. C. Slater Q Revs. Modo Physo 3.Q.g 473 (1948).

    HIt is pertinent to note that the filling time as given by Eq.

    i6. 4 ) (with KO 1 ) is i dentical with the filli ng time of the

    unifo~ accelerator structure with the same ratio P /P21

    12The te~ T = wtp/2Q has been used as the abscissa instead of"

    wt p/Q since the for.mer expression 1s the value of the integral

    of the attenuation l over the length L of the accelerator

    section. i. e oq IL ~ wtF/2Q where I is the average value of I .

    - .21

  • p = (1- y._OZ) II - _m 21}'\ ~I- ] 2 ~ ~ L 2 (1_Yoz )

    )- ~ ( r m = Yo 2 i mo=0

    N N

    a.. Ia..

    O 8 1 ' "lo ......... .. .... ~ ~

    O 6 ' .. 1 ... I..... ~.. -.. -.... ~

    O 4 1 I' I "....... "'-.'.. -... -- ~

    0 2 1 "I ---. 1" ' -.J.. -.... - -..::

    o1 1 ............ 1 --.. ! 1 ! 1 ..........1 o 0.1 0.2 0.3 0 .4 0.5 0.6 0.7 0.8 0.9 1.0

    Yo z

    ~

    FI G. l--Va riat ion of t he r-f power with the distance along the accelerator for various val ues of t he beam loadi ng parameter, m

  • JT = (I - e- 2T)~ [1- ; ( 1 - e;T~ 1)] m=Oo • =BEAM LOADING FOR WHICH R-F POWER IS REDUCED

    TO ZERO AT Z = L

    N c,.,

    rl'-I'~

    \.O! I m=0 m=O. m= 0 .4

    0.81 I~ 1 I m = 0.6 ~ I I..._m= O.S

    0 .6 1-1---+.

    I .,. _ ;0 .41 , I - I- ___ _ I

    0.211 ~,m, 0 ' ! ! , I ! I ! o 0.2 0 .4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0

    T=-wtF 2Q

    FI G. 2--Ef f ective shunt impedanoe r per unit length versus T ~ wtr/2Q f or various values of beam loading parameter, m

  • Jf= (I - e- 2T )"2 I

    [I -2 (I - e~{ , )] mo= 0

    • = BEAM LOADI NG FOR WHICH R-F POWER IS REDUCED TO ZER O AT Z =L

    I.O[.-----

    .=0.10 ---____ " 1'":;:...... l 0 ~

    , .vO'" ,..... ~

    ----,.----~-------r-----......,...---------,

    G.aL:: ~ N ~

    C.SI==--- -= ' " ~

    r , "

    II~I~

    0 " ','........

    ---,. 4 , '............ , " ..... , ,,', " 2 1 , " l- ..... L ____-+___~l'-:'\ ~ "/~..... l"'...

    , ".-.:') " '"' ... 0O. ,,~o ,00 "1',.,>~O ', I 'v'

    00 234 BEAM LOADING PARAMETER, m

    FIG. 3--Ef fective shunt impedance r per unit length versus beam loading paramete r, m f or various values of ~ = wtF/2Q

    5

    http:I.O[.-----.=0.10

  • (Al CONDITION FOR MAX J ~ ': m = 2 I . 2T(I+ -2,)-1

    I-e m =0 Io (8) CONDITION FOR MAX TJ (FROM ~TJ =0): m =raT

    0): m= (1- i~ )-1am e -I

    2,0

    1.61

    ~ CJ1

    1.2 ~

    0 .8

    o.4r I ~ I ~ ~ I J 00 2 3 4 5 m

    FIG. 4--. = wtr/ 2Q versus beam loadi ng parameter , m , for three cond itions (with mo = 0 ).

    (C) CONDITION FOR MAX 'T} (FROM ~TJ =

  • 0.2 1/ #£ - ,... I ....... T..... .......

    7J = m(1 - e-2T) [I -~ (1- e;T:1 )] mo = 0

    0= BEAM LOADING FOR WHICH R-F POWER IS REDUCED TO ZERO AT Z = L

    I.O~I--~~~~~~~--~~~~~~~~--~~--~--~

    0.8

    . ~ N en ~0.6

    u Z w u 0.4 -~

    ~

    0 """ , o 0.2 0 .4 0 .6 0 .8 1.0 1. 2 I. 4 I. 6 1.8 2.0

    WtF T = 2Q

    FI G. S--Conver si on eff iciency, ~ , versus T = wtr/2Q for various values of beam l oadi ng parameter, m

  • IS REDU CED TO ZERO AT Z = L 1.0,.---------.----------,---------~------~~--------~

    r= 0.2 ,

    ...... ' ........ ..:(= 0.4

    \ I \ \ ,\ \ \ ,

    " '" " MJJ /' \ r= 2 .0 r =0.8 \r=0.6 .1

    \ \ \\ \ r =I~ O\

    o r '" ,~------~

    "7 = m(I - e- 2 T) [I - m (I - 2 r )]e2T2 _ 1

    m=Oo

    • = BEAM LOADING FOR WHICH R- F POWER

    ~0.8 .. >U

    N Z-...J wO. 6

    u u. u. 0.4 w

    0.2 I

    o 2 3 4 5 BEAM LOADING PARAMETER, m

    FIG. 6--Conversion efficiency. ~ , versus beam loadi ng paramet er, m f or various values of T; wt /2Q

    F

  • (A) CONSTANT GRADIENT ACCELERATOR (FROM : ~ =0) : 7JMAX=~ ~ (1- e-ZT_):Tl (m = 0) LI-(1+2T)e J o

    (S)CONSTANT GRADIENT ACCELERATOR(FROM : ~ =o): 7JMAX=+~ _ I- e- 2TJ (mo= 0) ~ 2 1"

    I- e_T )2 a7J \ 1" ( - T

    ((C) UNI FORM ACCELERATOR FROM a m=O/ : 71M AX =2" I 1_ e-T)

    1- - T

    1- iT)]I-a . -T -T ~ T(D)UNIFORM ACCELERATOR (FROM rt= O). '7MAX=2e I-Te l l -e-T)z~

    ~

    E==""0 .8 1r: u

    ~0 . 61 LL LL wO.4 1

    0 . 2

    00

    ~IO~ I I ~

    ~ C A

    I~

    1~--~---4----4----+----+----r--~r

    0 .2 0.4 0.6 0.8 1.0 1.2 1.4 1. 6 1.8 2 .0 w tF

    T=--2Q

    FIG. 7--Cornparison of the maximum conversion efficiencies ~ for the

    constant gradient structure (with rnO:: 0) and the uniform struc ture.

    - 28

  • m CON STAN T GR AD lENT S T R UCT URE - C ONDI T ION FO R P =0 : m = .0

    L , - e -,

    UNIFORM STRUCTURE-----COND'ITION FOR PL

    =0: m=(eT- I)

    1.0k IT] /' ,

    ,---m =4-~ o m =2o m = Io UNIFORM

    STRUCTURE

    0.81 I~ [ f II ! \ \ \ \ I II \ I N

  • c" 0 0.012

    0.028 I

    I 0 - 179 10 ' RADIANS W - . X SEC

    0.024~~J_ Q= 10

    4

    - 6 X0.0201 ~fl ~ t = L(C;65 10 SECONDS

    F

    O.OI6~~T= ;~F = 2935 X 10-6 Lg'lu L- d. & ...

    0 .0081 ~

    rno= 0 0.004. ~

    0' , I , I , o 0.2 0.4 0.6 0.8 1.0 z

    L

    FIG. 9--Var iation of the group velocity, Vg , for various lengths of constant gradient structure (for mo = 0) with certain assumed parameters.

  • - -

    m = 0o P, = 15 Mw t = L (ftJ 11 SEC

    F 10 r

    M.n.. r = 0 .473 em

    10 4Q = TERMINAL POINT ON EACH CURVE IS CURRENT FOR WHICH P =0 AT Z =L

    > 1]=0.55 L =10ft.

    1] =0 .60 L = 8 f t.

    1] =

    IOr =2 ft( L

    ,..... 50r I I > w

    C-' ~ ..... - 401--.3to,;'\.,-l'("fr------I-----+------l---+---l------+---t----t----l

    0 .66 1] = 0 .72

    =r-=t='7:O.BO I I '7 =~.BB jI

    o o 0.25 0 .50 0.75 1.00 1.25 1.50 1.75 2.00 2 .25 2.50 PEAK BEAM CURREN T, i (AMP )

    FIG. 10--Electron beam energy, V , versus peak beam current, i for various l engths of constant gradient structure (with mO = 0). Also shown is the conversion efficiency, ~ , when PL. 0 for each length.

    http:r-=t='7:O.BO

  • 1.2 1.2

    1.01.0 ,(I )"2

    0.8 -IC\J ro..---. 0 8 . ~ I ~o """'--"

    0.6 0.6

    0 10 o

    (.0)

    t.:l

    0 .4 0 .4

    0 .2 0.2

    0 1 1 I I I I 10 o .004 .008 .012 .016 .020 .024 .028 .032 .036

    Vg c

    FI G. ll--Relative values of r , Shunt impedance per unit length and Q versus group velocity, v , for the disk loaded structure operatinggi n t he n/2 mode; rO and Q are the values at vqlc = 0.01.o

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