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ILD Integration - Internal and External A Review Karsten Buesser 24.09.2013 ILD Workshop Cracow Introduction • An integrated detector model for ILD has been developed for the DBD/TDR • No site-specific issues have been taken into account • Now we have a site in northern Japan • At the same time ILD is undergoing the next round of optimisation • improvements, cost efficiency, sharpening of physics case • Subdetector collaborations get more experience with realistic full-system and full- scale prototypes • More realistic designs of mechanics, cabling, cooling • Time to review the current design w.r.t. realistic boundary conditions • Internal integration: the ILD engineering model • External integration: integration with the machine and SiD ILD in its Natural Environment... ILD Mechanical Design R. Stromhagen Update on model later today Yoke NB: Endcap Design for ILD@CLIC is different R. Stromhagen Calorimeter Integration Analogue HCAL K. Gadow K. Gadow Semi-Digital HCAL J.C. Ianigro • 5 Rings: • Structure mass: 440 t • Detector mass: 184 t • Total mass 624 t ECAL Installation Si/W ECAL Ecal integration steps ( Assembly hall) : A full ( mechanical ) stave structure is mounted on a frame ( yellow) making a beam The beam is then placed on its transport and storage cradle( orange) Adaptation of this tooling to the ILD considerations and to the moutain site constraints C. Clerc The stave is then ready to be equipped with slabs , cabled and tested C. Clerc ILD MDI session, Kyushu University 21 May 2012 To be done 8 times ILD MDI session, Kyushu University 21 May 2012 TPC Integration V. Prahl FEA studies Inner Region • Integration procedure : Using the same TPC insertion tool, adapt on it an apparatus to support and insert the inner parts. Used the TPC center to guide and roll inside, During insertion, control the deformation, stress and Inner Detector alignment Adjusted with the TPC references Fixed on TPC • Need adjustable fixation to the TPC endplateInner Region • push-pull precision is only Assembly procedure1 mm details: • Level 5+• stay-clear from pairs is of same order.... Fukuoka University, ILD meeting May 2012 C. Bourgeois A. Gonnin & C .Bourgeois 15 Fukuoka University, ILD meeting May 2012 A. Gonnin & C .Bourgeois 12 Service Paths C. Clerc Service Paths Optimisation C. Clerc Questions • Is our engineering model still valid? • Are major ILD design changes to come? • smaller yoke, other geometries? • How do we proceed with the different subdetector options? • fully integrated ILD models for all possible permutations? • Do we understand the service needs for all sub-detectors? • Cooling, cabling, fire protection, (...)? • Do we understand the heat budget? • Do we understand possible vibration sources and limits? • How do we keep close links between subdetector collaborations and central integration team? • How earthquake-proof are the subdetector designs? • (...) ISO 3010 Seismic ConditionsInternational Standard Based for Design of Structures - Seismic Actions on Structures 1. Outline about Two Candidate Sites in Japan SEFURI-Site KITAKAMI-Site • Talk by Tauchi-sanISO3010 on2001 Thursday Seismic Hazard Map in Japan : Maximum acceleration (gal) B A • Need toInternational follow ISO3010: Organization for Standardization in recurrence intervals of earthquakeSite-B Kawasumi map : based on earthquakes from 679 to 1,948 in Japan Editoriala) (ultimate Note: We limit are state: granted ULS) the permission The structure for reproduction should not of collapse permitted nor the extract of the codeexperience in the World other ListT=75 2008 similar years from forms the ISO of Centralstructural Secretariat. failure due to severe earthquake Paragraphs 1, 5, 6 and annexes A, B, C of ISO 3010:2001, Basis for design of structures – ground motions that could occur at the site . Site-A Seismic actions on structures are reproduced with the permission of the International 100 years Organizationb) (serviceability for Standardization, limit state: ISO. SLS) This The standard structure can shouldbe obtained withstand from any moderate ISO membe r and earthquakefrom the Web ground site of motionsthe ISO Centralwhich maySecretariat be expected at the following to occur address: at the sitewww.iso.org . Copyrightduring remains the service with ISO. life of the structure with damage within accepted limits. 200 years Honshu In bothJ-PARC cases, the seismic force can be the maximum acceleration of earthquakes 100gal in the recurrenceSite-A intervals of 100 years. - Belong to FUKUOKA & SAGA - Belong to IWATE & MIYAGI The ISO 3010 is expected to be used as a raw materialMax. for accelerationnew national regulations in cities, or as a guidelineJapan Prefecture in KYUSHU District Prefecture in TOHOKU District for revising existing200gal national regulations. - Located in stable Granite zone kyushu - Located in stable Granite zone 2013 5 29 年 月• 日1水曜日 gal ~ 0.001g- Have not Active Faulty zone - Have not Active Fault zone Site-B - Separate from Volcanoy Front line - Separate from Volcano Front line - Annual300gal average Temperature:12℃ - Annual average Temperature:10℃ - Annual total Precipitation : 2,400mm - Annual total Precipitation : 1,300mm 100 y M.Miyahara(Site Inspection)y LCWS,Arlington,UTA,Oct22-26,2012 4 y y 2013年 5月 29日 水曜日 T. Tauchi Sendai Tokyo Nagoya Osaka Sapporo Niigata Fukuoka Okinawa Site-A Site-B 2013年 5月 29日 水曜日 When an Earthquake Hits... • From KEK 03/11 earthquake damage report Belle$detector Belle$detector$was$posi;oned$in$the$assembly$ hall$next$to$the$collision$hall,$for$the$major$ upgrade$(8$meters$each,$weight:$1400$ton)$ The$detector$was$fixed$with$32$anchor$bolts$ thru$brackets.$$All$anchor$bolts$were$broken$ by$the$earthquake$and$the$en;re$detector$ slid$by$about$6$cm.$ No$serious$damages$were$observed$by$ visual$inspec;ons.$$Further$inspec;ons$are$ necessary,$especially$for$inner$part$such$as$ CsI$crystals$and$glass$plate$detectors. 19 Seismic Conditions 13 Global Design Effort - CFS 3.11 Seismic Observation Red wave form: Surface on SUMITA Blue wave form: -106m Granite Zone in IWATE Pre. Acceleration comparison of the Surface & underground at SUMITA in IWATE Observation Data Acceleration (gal) Rate Direction Undergrund 800 Observation points Surface Underground /Surface KiK-net Observation Network N-S 333.4 83.7Red : Surface0.25 Blue: -200m (Kiban:Bedrock, Kyoshin:Strong-Motion) E-W 384.2 86.8 0.23 Data by “National Research Institute for U-D 388.9 73.5 0.19 Earth Science and Disaster Prevention” 2012/3/23 CFS Baceline Technical Review M. Miyahara Earthquake Simulations CLIC_SiD'yoke'–'JJPARC'spectrum' 6.3'm/s2' Horizontal Maximum'deformaBon:'46.4(mm( Maximum'deformaBon:'22.4(mm( JJPARC'J'ND280'magnet'system'spectrum' Courtesy:'T.'Tauchi'(KEK)' Rigid'strategy'not( feasible'in'high' seismicity'locaBons( Maximum'v.'Mises'stress:'601(MPa( Maximum'v.'Mises'stress:'626(MPa( Earthquake(protec5on(for(Linear(Collider(detectors(–(LCWS12,(Arlington,(USA(|( 16( F. Duarte Ramos LCD Engineering & Integration Detector with seismic isolated feet Each barrel stands on feet that are isolated In this solution separated parts are still protected during maintenance when detector is opened Friction pendulum bearings May 21-25, M. Herdzina, Physics Dept. CERN Page 21 External Integration: ILD, SiD, and ILC... Boundary Conditions • IR Interface Document • Functional requirements for the co-existence of two experiments and the machine in a push-pull scenario • ILC-Note-2009-050 • Major milestone and deliverable for TDR • Need to re-visit this in view of the site decision • Started discussions with SiD 21 9000 = 15510= A B B 15755 8000 245 ILD Iron Yoke 2000 A = 18000= = 13240= Section A-A = 17900= • Total cost of yoke: Inner view Yoke_Rout 7755 Scale 1:10 • 95 MILCU 3750 3600 3500 3200 2680 2627 2600 2450 3.16m • 80 MILCU for steel and F machining F 7.3. ILD cost evaluation 4595 IP Figure III-7.2 4340 Summary plot of the relative contribution 3440 by the different sub-3345 components to the total cost of the ILD 2058 detector. 50 2028 644 370 219 125 2249 1847 1446 1045 1843 1808 IP 330 165 140 mrad 57 36 • A reduction of the iron could save 15.5 C a lot 7.3.6 Muon system Ind. Date Modification By Surface finish : Gen. Tol. : ISO 1302 Detail F ILD Material : Mass : .... g Section B-B Scale 1/4 Treatment : .... Ra : 3,2 6620 5460 5420 3960 3937 2650 2635 2450 2420 2350 Parameter drawing Drawn by M. Joré 09/11/10 Scale 1:30 The muon system being made of scintillator read out with SiPM like the AHCAL, the costs have been Checked by ... ../../01 Approved by ... ../../.. LABORATOIRE DE L'ACCELERATEUR LINEAIRE Scale Index Bat. 208, BP 34, 91898 ORSAY CEDEX FRANCE derived from there. It corresponds mostly to the procurements of materials without assembly and Tel. 01 64 46 83 63 - Fax 01 64 46 83 47 1/60 ILD0E0001 0 tooling. The cost is dominated by the costs if the sensor system. In total 6.5 MILCU is estimated. 7.3.7 Cost summary The total cost of the ILD detector is summarised in Table III-7.7. The distribution of the costs Table III-7.7 Summary table of the System Option Cost [MILCU] Mean Cost [MILCU] cost estimate of the ILD detector. Depend- Vertex 3.4 ing on the options used Silicon tracking inner 2.3 2.3 the cost range is be- Silicon tracking outer 21.0 21.0 tween 336 Mio ILCU and 421 Mio ILCU. TPC 35.9 35.9 ECAL 116.9 SiECAL 157.7 ScECAL 74.0 HCAL 44.9 AHCAL 44.9 SDHCAL 44.8 FCAL 8.1 8.1 Muon 6.5 6.5 Coil, incl anciliaries 38.0 38.0 Yoke 95.0 95.0 Beamtube 0.5 0.5 Global DAQ 1.1 1.1 Integration 1.5 1.5 Global Transportation 12.0 12.0 Sum ILD 391.8 among the different systems is shown in Figure III-7.2.
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    758 Kapahulu Ave. #220, Honolulu, HI. 96816 Kitakami Tenshochi Park Ishiwari Sakura Tsunagi Onsen En route to TSUNAGI ONSEN, we will make 1 stop in MORIOKA CITY’S ISHIWARI SAKURA, there is a large granite boulder 21 meters in circumference in the garden in front of the Morioka District Court. The 360 year-old Edohigan cherry tree that grew out of a crack in the boulder has been designated as a national natural treasure in 1923. The Morioka District Court was built on the site where the house of the Nanbu domain lords' branch family used to be. Check-in at YUMORI HOTEL TAIKAN for 2 nights stay, western style room. The hotel offers 100% pure natural hot spring water. Kaiseki Dinner Set Menu at the hotel. ( B, D ) Monday, Apr 22nd Morioka___________________________ 7:00a.m.(starts) Buffet Breakfast at the hotel. After breakfast, first stop at MORIOKA TEZURI MURA, a facility where you can “see, touch, and create” various traditional craftworks and foods of Morioka. There are 2 main areas: the Workshop Area and the Exhibition Area. In the Workshop Area, there are 14 workshops where you can buy products, watch professional craftsmen at work, and get hands-on experience making original goods. Today’s hands on expe ience, will be making “CHAGU CHAGU HORSE” and NAMBU SENBEI. Hinokinai River Kakunodate Town Port Tower Selion Lunch en route. AKITA PORT TOWER SELION, the symbol of AkitaPort. Here you can enjoy a 360-degree panorama view from 100 meters above. In Selion Garden, located on the first floor of Selion, you will find fresh picked vegetables and specialty products of Akita for sale.

  • Traffic Rules in Japan That Differ from Your Own Country Rent-A-Car Guidelines /International Driving Permit/Fuel

    Tohoku Rent-a-Car Guidelines Traffic Rules in Japan that Differ from Your Own Country Rent-a-Car Guidelines /International Driving Permit/Fuel /Points of Note /Traffic Rules/Driving/Expressways /Main Road Signs /In the Event of an Accident /What the Customer Pays in the Event of an Accident Reccomended Courses Aomori/Iwate/Akita/Miyagi/Yamagata/Fukushima Map Coupons English www.tohoku-road-trip.jp/en/ Tohoku Rent-a-Car Guidelines /General Roads /Road Signs Traffic Rules in Japan that Differ from Your Own Country General Roads Road Signs Take care, as there are some road signs that differ from those, Always stop and wait or do not exist, in your own country. 1 Always stop at a red light. when turning left. In Japan, when approaching a traffic signal that is red, all cars traveling straight ahead, 1 Signs in Japanese turning left, and turning right must stop and Pedestrians have wait until the signal turns green. right of way. 止まれ＝ STOP *However, if there is an arrow traffic light below or beside the traffic signal,you may proceed in the -di You must come to a full stop in front of the stop line rection indicated by the arrow when green. located on the road just beyond the stop sign. If there is no stop line, you must stop in front of the stop sign. 2 Wait when turning right. The vehicle turning right must use the turn signal and wait. In Japan, if there is an oncoming vehicle when turn- 徐行＝ slow down ing right at a green traffic light,the oncoming vehi- cle has right of way.