Visar 3307 sökträffar på ”WiFi-mätningar i skolmiljö”
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2012:07 Implementation of the Master Curve method in ProSACC
902 kB ... (5) , 20 )20( 41 1 4 (i) 0 N i Jc N K K where N denotes the number of valid tests (six minimum). Note ... opened to fill the input data in evaluation of the Master Curve toughness, as shown in Fig. 3.2: i) There is a valid T0 value from fracture toughness testing on the actual material. ii) There is valid...
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2011:30 A fatigue analysis including environmental effects for a pipe system in a Swedish BWR
combined in pairs and allow the com- parison for full fatigue cycles each transient is input in pairs, i. e. in full tem- perature cycles. This means that the temperature change displayed in Figure A2 is ... The default SSM 2011:30 21 values correspond to the most conservative settings possible, i. e. those that give a high Fen as possible. For the temperature, DST recommends using the average...
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02_1585177_Corrected_waste_volumes.pdf
367 kB ... Stockholm. Blekholmstorget 30, Telefon: 08-459 84 00. Fax: 08-579 386 10 skb.se Org.nr: 556175-2014. Säte i Stockholm. skb.se 1 Background The radionuclide transport models used in the calculations...
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2019:15 3D Thermo-Mechanical Coupled Modelling of Thermo-Seismic Response of a Fractured Rock Mass related to the Final Disposal of Spent Nuclear Fuel and Nuclear Waste in Hard Rock
Equation (4-4) where, rf is the repository fracture radius and sjA(i) is the area of the i-th smooth joint. Figure 4-6. Disk fracture (side view: a, front view: c) and representation ... stress model. Table 4-7 lists the magnitudes of each in- situ stress components of the stress models: (i) S1: Present day most likely stress model (Martin 2007); (ii) S2: Glacially induced stress model in...
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2010:01 Licensing of safety critical softwarefor nuclear reactors
2090 ... ...............................................................................................7 I INTRODUCTION ...................................................................................... ... software based systems; – as guidance for system design specifications by manufacturers and major I&C suppliers on the international market. SSM 2010:01 Document Structure From the outset,...
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2019:20 Assessment of structures subject to concrete pathologies (ASCET), phase 3
(normala) betongkonstruktioner som utsätts för cyklisk skjuvande belastning och svarar med olinjär respons i materialet. Detta för att kunna tillgodose de behov svensk myndighet och anläggningsägare kan komma ... presenteras i den här rapporten utvecklades inför den andra fasen av ASCET [2]. En brist som identifierats med modellen är att armeringen var stelt kopplad till betongen. SCTE:s medverkan i den tredje fasen...
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2024:13 Technical Note,Review of recent research activities conducted by SKB relating to hydro geological aspects of the disposal of radioactive waste
Bakgrund Strålsäkerhetsmyndigheten (SSM) granskar Svensk Kärnbränslehantering AB:s (SKB) ansökningar i en stegvis prövnings- och godkännandeprocess enligt regeringens tillståndsvillkor enligt lagen (1984:3) ... drift av geologiska slutförvarsanläggningar. Som en del i granskningen ger SSM konsulter uppdrag för att inhämta information i avgränsade frågor. I SSM:s Technical note-serie rapporteras resultaten från...
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2012:22 A dosimetric intercomparison between the radiation therapy clinics in Sweden
961 ... -35 44 59 228 951 -11 F -786 -492 -66 -43 38 45 214 892 -22 G -822 -502 -64 -27 56 59 245 927 0 I -789 -484 -60 -31 50 55 234 872 5 K -804 -497 -59 -34 49 56 234 907 -1 L -807 -506 -75 -47 35 41 ... -498 -64 -39 49 53 228 978 F -795 -498 -70 -31 48 47 210 866 G -815 -497 -62 -26 59 64 253 895 I -790 -478 -61 -30 58 60 236 871 K -807 -488 -62 -28 56 58 231 917 L -807 -499 -78 -43 44 44 212...
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2021:03 Updated radiological risk assessment for the “Radon” type surface disposal facility in Chisinau, Moldova
primarily focused on developing a consensus on the methodological aspects of safety assessment, especially i) specification of the assessment context, ii) description of the waste disposal system, iii) development ... the Vaults is 3 m, the total disposal capacity reaches 225 m3 (see Fig. 5). The vaults, numbered I to IV, are covered by prefabricated reinforced concrete panels (width about 80 cm, height about 24...
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Appendix 4 The fuel fabrication plant in Västerås
4E+13 Halogens I-131 8.02 d 3.2E+11 3.2E+10 2.9E+11 I-132 2.30 h 3.9E+13 3.9E+12 3.5E+13 I-133 20.8 h 5.9E+12 5.9E+11 5.3E+12 I-134 52.5 min. 1.5E+14 1.5E+13 1.3E+14 I-135 6.57 h 1.7E+13 ... outcomes for ground deposition of iodine (I-131) and strontium (Sr-89 and Sr-90) are shown in Figure 8 and Figure 9. The intervention level for ground deposition of I-131, at 5 kBq/m2, may be exceeded out...
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