beam loads & dump concepts t. kramer, b. goddard, m. benedikt, hel. vincke
TRANSCRIPT
Beam loads & dump concepts
T. Kramer, B. Goddard, M. Benedikt, Hel. Vincke
29/05/2008 T. Kramer AB-BT-TL 2
Processes & MethodsProcesses & Methods
We started with worst case assumptions to keep the full flexibility for operations
If process shows a non-feasibility or a progressive scale of prices, “settings” have to be re-evaluated
Identification of functionalities
Beam loads for functionalities
Dump concept
29/05/2008 T. Kramer AB-BT-TL 3
Main PS2 design parameters and key assumptions for the dump load calculations
Assumed 200 days of operation
Maximum of 1.08 x 1021 protons /y
All calculations are done in a rather conservative way
Injection energy (T) GeV 4
Extraction energy (T) GeV 50
Maximum beam intensity p+ 1.51014
Minimum cycle period to 50 GeV s 2.4
Maximum norm.emittance (H-V) .mm.mrad 15.0-8.0
Cycles per year 7,200,000
Protons accelerated per year p+ 1.081021
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OOperational Aspects (1/2) - Dump Functionalitiesperational Aspects (1/2) - Dump Functionalities
Injection line setting up
Fast injection setting up
H- Injection
Emergency abort
Machine development
Machine setting up
Extraction line setting up
Slow extraction ‘remaining beam’
29/05/2008 T. Kramer AB-BT-TL 5
H- Injection (unstripped beam and setting-up)
6.4x1019 p.a. (5.92%) @ 4 GeV
Emergency beam abort assumed 0.5% of cycles dumped 5.4x1018 (0.5%) particles p.a. (50% @ 4-
20 GeV)
Machine setting up 6 days (2 per beam); 20% of full intensity 6.5x1018 p.a. (0.6%) (50% @ 4-20GeV)
Machine development 100h p.a. 20% of full intensity 4.3x1018 p.a. (0.4%) (50% @ 4-20 GeV)
Estimated beam loadsEstimated beam loads Particles remaining after slow extraction
Max. 1 % remaining particles; 50 GeV; operational 50% p.a.; 3.6s cycle
3.6x1018 p.a. (0.33%)
Fast injection setting up and failures 1 day p.a.; 20% dumped; 100 failures
p.a. 1.08x1018 p.a. (0.1%) @ 4 GeV
Setting up of injection transfer line 4 days p.a.; 10% intensity; 20 foil
exchange interventions; 3.06x1018 p.a. (0.28%) @ 4 GeV
Setting up of extraction transfer line 2 days p.a.; 30% intensity; 3.25x1018 p.a. (0.3%) @ 50 GeV
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Unstripped beam 2 kW unstripped H-,H0 (95% efficiency) 5.4x1019 p.a. (5%)
Yearly startup 8x1018 p.a. (0.75%)
Setting up Injection systems / foil exchange 1.8x1018 p.a. (0.16%)
Main Issue: Beam Loads from HMain Issue: Beam Loads from H-- Injection Injection
29/05/2008 T. Kramer AB-BT-TL 7
Operational aspects (2/2): Operational aspects (2/2): Internal emergency dump Internal emergency dump
Possible solution:
Internal dump only takes the beam which really has to go there (8x1018 4-20 GeV + 2.7x1018 p@50 GeV p.a.)
Whenever there is time to extract the beam safely, a beam line dump is used (slow extraction, machine development, setting-up, ....
(5.5x1018 @ 20-50 GeV + 6.9x1018 @ 50GeV p.a. )
External dump at end of a beamline to a well-shielded area?
Advantages System is easier to build, cheaper, desirable from point of operations, “some
internal dump” to set up the extraction is anyway needed
Disadvantage If operated like the SPS dump a very high beam load is expected - Radiation
source within the machine
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Summary of beam loadsSummary of beam loads
Function E [GeV] Load [p+]% oftotal
Possible beam destinations
Injection transfer
line dump
Internal fast injection
dump
Internal or external H- dump
Internal or external
emergency dump
Injection line setting up 4 3.1x1018 0.28 X
Fast injection setting up 4 1.1x1018 0.10 X
H- injection losses 4 6.4x1019 5.92 X
Emergency abort 4-20 2.7x1018 0.25 X
Machine development 4-20 2.2x1018 0.20 X
Machine setting up 4-20 3.3x1018 0.30 X
Function E [GeV] Load [p+] % of total
Possible beam destinations
Internal or external emergency dump
External beamline or transfer line dump
Emergency abort 20-50 2.7x1018 0.25 X
Machine development 20-50 2.2x1018 0.20 X X
Machine setting up 20-50 3.3x1018 0.30 X X
Extraction line setting up 50 3.3x1018 0.30 X
Slow extraction beam 50 3.6x1018 0.33 X X
Table 1: Beam loads @ “high Energy”
Table 2: Beam loads @ “low Energy”
29/05/2008 T. Kramer AB-BT-TL 9
External beam line
dump
PS2 extraction line dump TED
External H- injection
dump
PS2 injection transfer line
dump TED(s)
Internal fast injection
dump
Internal emergency
dump
SPS
TT12
EAs
PS2
TT10
from SPL
Schematic overviewSchematic overview
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Conclusion & SummaryConclusion & SummaryPS2 dump
Beam loads [p+ /y]
4 GeV 4-20 GeV 20-50 GeV 50 GeV
1. PS2 injection transfer line dump 3.1x1018 - - -
2. Internal fast injection dump 1.1x1018 - - -
3. External H- injection dump 6.4x1019 - - -
4. Internal emergency dump - 8.2x1018 2.7x1018 -
5. External beamline dump - - 5.5x1018 6.9x1018
Main Issue: H- dump
Different dumps to be used in main operations (internal/external)
No “showstoppers”
Residual dose rate to be expected around the various beam dumps
• Study is based on activation calculations of a TED beam stopper • The TED beam stopper is used in the SPS beam extraction lines to the CNGS/LHC• A similar beam absorber is used as dump in the SPS• Although this type dump is often used, it is not the ideal choise to minimize the production of residual dose rate
Carbon
TungstenCopper
AluminumIron
Dimensions:
Length: 430 cm
Diameter: 96 cm
Beam
TED in TT40 tunnel (SPS extraction line)
Area used for calculations
Irradiation and cool down parameters used for the calculations
TED Irradiation: 10 years of operation consisting each of 200 days of beam operation and 165 days shutdown
Residual dose rates were calculated for 5 different cool down periods after the last 200 days of irradiation
1 hour 1 day 1 week 1 month 1 year
• Detailed results will be presented for the external beam line dump (scenario showing highest radiation levels) • The residual dose rate results for the other four dumps will be presented in a summarized way.
Results
Residual dose rate seen around the external beam dump after 10 years of operation and a cool down period of 1 hour
Residual dose rate seen around the external beam dump after 10 years of operation and a cool down period of 1 day
Residual dose rate seen around the external beam dump after 10 years of operation and a cool down period of 1 week
Residual dose rate seen around the external beam dump after 10 years of operation and a cool down period of 1 month
Residual dose rate seen around the external beam dump after 10 years of operation and a cool down period of 1 year
Summurized results for all beam dumps
1.E+02
1.E+03
1.E+04
1.E+05
1.E+06
1h 1d 1w 1m 1y
Resi
dual
dos
e ra
te (u
Sv/h
)
Cooling time
PS2 injection transfer line dump
Internal fast injection dump
External H- injection dump
Internal emergency dump
External beamline dump
1.E+02
1.E+03
1.E+04
1.E+05
1.E+06
1h 1d 1w 1m 1y
Resi
dual
dos
e ra
te (u
Sv/h
)
Cooling time
PS2 injection transfer line dump
Internal fast injection dump
External H- injection dump
Internal emergency dump
External beamline dump
SPS after shutdown 2006
Residual dose rate seen at the side of the TED
Dose rate at 1 m distance is approximately a factor three below the shown values
Dose rate is higher than the one seen at SPS high energy dump
Dose rate is lower than the one seen at SPS high energy dump
Residual dose rate seen at the hot spot of the TED (beam entry point)
1.E+02
1.E+03
1.E+04
1.E+05
1.E+06
1h 1d 1w 1m 1y
Resi
dual
dos
e ra
te (u
Sv/h
)
Cooling time
PS2 injection transfer line dump
Internal fast injection dump
External H- injection dump
Internal emergency dump
External beamline dump
Dose rate is higher than the one seen at SPS high energy dump
Dose rate is lower than the one seen at SPS high energy dump
Summary
Significant effort has to be put into the design of the dumps and its surroundings
• External dumps must be designed with a bigger graphite core surrounded by heavy shielding. TED like beam dump is not sufficient.
• Design considerations for internal dumps:
• Design of internal beam dumps needs to be optimized in terms of residual radiation reduction (e.g.: marble layer).
• Bypass tunnel, or larger tunnel section around dump allowing to place shielding between dump and passage.
Residual dose rate calculations showed that radiation levels in the surroundings of the external beam dumps and the internal emergency dumps are higher than those seen around the SPS beam dump.
Operation of the two other internal dumps cause lower dose rates than seen around the SPS beam dumps
Conclusion
General radiation protection issues to be considered for the PS2 project
Taking into account the given annual intensity and energy of the PS2 beam, the potential to activate material, air or water will be three times higher than in the case of the CNGS facility.
For the realization of the PS2 project significant effort is required to comply with the given Radiation Protection constraints.
E.g.:• Remote control possibilities in high radioactive areas• Radioactive air and water management • Radioactive material handling and waste management• Shielding • ...