List of Issues for Beam runing in ATF EXT and ATF2

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List of Issues for Beam runing in ATF EXT and ATF2 nd layout nalization geometry firmation of common Q strength with DR and finaliza yout and optics ( Alignment group requires final ve timization of SX strength and skew position in EXT XT tuning ing ispersion correction oupling correction need new skew? ng BA eam size tuning Traditional method, R-matrix method,….

description

1.Optics and layout 1.1 Finalization geometry Confirmation of common Q strength with DR and finalization of layout and optics ( Alignment group requires final version ) 1.2 Optimization of SX strength and skew position in EXT  EXT tuning 2. EXT tuning - PowerPoint PPT Presentation

Transcript of List of Issues for Beam runing in ATF EXT and ATF2

Page 1: List of Issues for Beam runing in ATF EXT and ATF2

List of Issues for Beam runing in ATF EXT and ATF2

1.Optics and layout

1.1 Finalization geometry

Confirmation of common Q strength with DR and finalization

of layout and optics ( Alignment group requires final version )

1.2 Optimization of SX strength and skew position in EXT

EXT tuning

2. EXT tuning

2.1 Dispersion correction

2.2 Coupling correction need new skew?

3. FF tuning

3.1 BBA

3.2 Beam size tuning

Traditional method, R-matrix method,….

Page 2: List of Issues for Beam runing in ATF EXT and ATF2

Pole Face Modification of Q

ΔF =i 2NS WN 2m+1( ) e−i N 2m+1( )ψ

m=0

=i 2NS zN 2m+1( ) L2m+1m=0

Where a=h z

ΔV =hB =N h/ cosNφ( )1−1/ N

S=ΔV Δψ /π =ΔV Δzdψdz

=12aN cosh π /2( )tanNφ{ }[ ]

−1cosNφ[ ]

2/ N−2

2 S/(a N)

N

N=2

2 S/(a N) has its max of 1 at N =0,and monotonically decreasing with larger N .

L3 =π4

⎛ ⎝

⎞ ⎠

3

e−i3Nψ +13e−i3ψ⎛

⎝ ⎞ ⎠

N=2ReL3

ImL3C6 =4SL3 <4a

ScalingC6

real=C6C2real r0

2 r0-6, B6 (5)=6!C6

real, B6= B6 (5) r 5/5!B6/B2= B6 (5) r 5/5!/(2C2

real r)= 3 C6real r 4/C2

real

= 3 C6C2realr0

-4 r 4/C2real = 3 C6 (r/r0)4

<12 a (r/r0)4 =12 (areal/ r02 ) (r/r0)4 =12 areal r 4 / r0

6

(a is also scaled )If r=10mm, bore radius r0 =25mm and we need B6/B2<1e-4,then areal <2e-7m2 . When the area is square, the dip height and width must be less than 4.5e-4 m. ??