ML12320A009: Difference between revisions
StriderTol (talk | contribs) (Created page by program invented by StriderTol) |
StriderTol (talk | contribs) (Created page by program invented by StriderTol) |
||
Line 15: | Line 15: | ||
=Text= | =Text= | ||
{{#Wiki_filter:PGE Humboldt Bay NPP ADR #3 USE | {{#Wiki_filter:PGE Humboldt Bay NPP ADR #3 USE TOOOose CafiuAon0 Workahit aý soc.* | ||
.0.+ B Ic.. | mwwo C~e ( | ||
Apc:. | |||
2402003 S00. 44 4. 4.,00-o0 1 4.40- | |||
. | |||
0: D 7 .100 0 0 35 26 7 26 7 0 0 7 35 26 0. 70 C,-40. W -68 Oc8): 100 ¶ 500351 +40 504.00 1. 2.0060 2001 1-0+01 1 W4 | lotse 0 100 03 ctl00.o b | ||
7326-07 304E.07 1 70E-0 1.177E09 I1106-0 7486+,00 8316-40) 67106-, 7000-00 7010-00 | *io..*O1 IE7*- | ||
i .- - | |||
PG&E Humboldt Bay Power Plant Project Alternate Disposal Request #3 -Unit 3 ,r NUREG-0752 G-57 PDCF-2 HfLife Dcy C | 700cc I-oo~ | ||
.8004 - 0 8.7 3.80E-03 PI = | |||
The total dose to the inadvertent intruder is estimated using the following equation: H = I (fofdfwf ) | I 0C~2 04.004 -M7ooo 1b .'- 1...,I | ||
Fd set to 1 for this evaluation as USEI is not taking credit for dilution of these wastes as part of the Intruder scenario.f. Waste form and Package Factor -No credit is taken for waste form or solidification Site Selection Factor f, = T_ x ExposureFittor T,_ = 2.53 x 10-o x(lO/v)x(s/30)x(50/PE)' | -+3 1. sI~ lr.o .zo . | ||
= 2.81x lI0'o where: v = 4.47 mns (average annual wind speed at Boise, ID Airport)a = 50% (default silt content of soil)PE = 91 (default precipitation-evaporation index) | 0o-74 75 1.326-1 1 0 5381601 132607 Po23 3 4.40E+00 4.406-03 1.54-01 4416.40 Pu-40 4 3.4 +40 4.4,0-40 1.46-01 .2-P0 34 p4-1 150 080E6O 063ý1 I -.076-0 0.3-40 | ||
HBPP ADR#3 Concentrated RESRAD Model Calculations Input Parameters and Assumptions A Assumed Timeframe to Complete Project = 2 months B1 Total HBPP Waste Volume B2 B3 C1 HBPP Waste Density C2 D1 Mass of HBPP ADR#3 Waste Stream D2 E Average Annual Waste Received at USEI F1 Average Monthly Waste received F2 G1 Density of USEI waste cells ( | -2.1 1 8016.01 670w-03 3.871"1 U84 | ||
. -0 . - 2 ' 1 3.7 U40 I T ZO 4 3526.40 3.520-1 1500-01 3526-I T-+-4 3 0W4 761 37-1 0W0 l ro m 2M. 1l 431'0 2lb w.,, 7.,0 1 I P01+T030+0 0l 132 7106-00 000 40 1 1577-01 0 W.6 IA rXliw6-o92] | |||
" . <0 13.2 32..1 004+40 3,3 00 4210-40 O.40 I aroa [i~FdtZ.] | |||
N..o. 7481.3+ | |||
C,0c8.s '1481.1' 0....I 0 0D0-co 400 T+0t 0... 70".' I | |||
.830 00o... 3+. 4+ 0053' 8188812-` .0.+ B Ic.. . Il3,.8, 1- 436 00673,-,.y 0, 0w 0.03 8800 6ire..40 70~ 2o00o 3.026-2 0 Wo+oo 13 , | |||
26 00000l0 11*-4 b...m*0 0 q+602 000 .84 62..) | |||
pl m 0llCd 075 2 10-03 2.40-0 20 43 .7E3102 33500-4045 304030,1.. 4 .4 0.000 3 WoW 33 0 3W.4 wTuT,.00D-+ 132 32, 0 OW_4 3. 103 2 21"-1 7.00-2 W4 0 75 2 .07-0 2.35-0 28 33 7.570-02 74-2 3 1a o 0008 2 0.3 70-0 2.95-0 20 33 0..70-33 15-O 40+. 40.43388.(040703 | |||
... b.. ....13 Co. .. C-14 .. .. . A1E | |||
-1I T .. . . . . . P- . Po. | |||
.-. P . I. -0 . -240 I -u+070oo10. 0: D 7 .100 0 0 35 26 7 26 7 0 0 7 35 26 0. 70 C,-40. W-68 Oc8): 100 ¶ 500351 +40 504.00 1. 2.0060 2001 1-0+01 1 W4 W4I 7 16 20400 204.40 2.04010 4406.40 4-0 4.00 WoO21.04001.20WoW2-.M0 Oo..Oor **'lo+O 1o, (0,11 nm+0l)) 3,1 -004 2.100-04 1.30E603 0.340-40 2 00,,08 200-8,,0e 230-00 2 210-00 28*,0640 2 WOO-048336,-007.30-1 720-.01 1.100-012040-01 3300.-013000-*013.198-034,440'01 3,0761 2.400-01 88p70008 lol0- (06 m') 2 30-00 0+8.2670078 | |||
* od27o.n'I): 7326-07 304E.07 1 70E-0 1.177E09 I1106-0 7486+,00 8316-40) 67106-, 7000-00 7010-00 3.7E000 341E+04 3.27603 2.30-00O1.231-031.75-40 7.37E-04 2.3*40- 7.346-05 8.76-05 6.576-*05 0 | |||
: 20. 00810 +o0.0,.* | |||
2c..1.8808- 0.08oo+880o38 8440870410+oos8 8.402 2 4 03008010. | |||
3 o, 04084realh3 itoo0+8 004l80 0.,8lp+lW00o318 403'4030h0.020.0tons0.103400.81,.0325110002. $ | |||
1 0801,448 +8+1.. 04403600101.8318.+87 IIMý12 | |||
Attachment 4 Inadvertent Intruder Analysis - Construction Scenario USEI Inadvertent Intruder Dose Calculation Worksheet Customer. PG&E Humboldt Bay Power Plant Project Alternate Disposal Request #3 - Unit 3 | |||
,r NUREG-0752 G-57 PDCF-2 HfLife Dcy C Half Life Decay C. % of year for Dose Isotope (mromfyr 5 Exposure I(trenyear) | |||
IMr , | |||
F2t (years) Constant (Clim3) | |||
Ni-63 I 2.48E+10 I 1.00E+02 0.0069 1 880E-06 1 0.812 I 1 I 2.84E-10 1 5.70% 1 2.87E-06 Pu-239' I 0.OOE+00 I 2.41E+04 0.0000 3.52E-06 0.999 3.52E-06 0.997 0057 1.32E-04 0.235 0.057 8.80E-06 1 0.953 0.057 Cm-243 | |||
... i -- | |||
4 -3.AAF+Ofl TOTAL 3k,*vUP+O Notes: I PDCF-5set to 0 for these nuclides either due to lack of gamma emissions. | |||
The total dose to the inadvertent intruder is estimated using the following equation: | |||
H = I (fofdfwf )aCwPDCF3 + I (fofdfwfs)Dnctimur s Cw PDCF, n n Etlanation of calculation and terms: | |||
Radionuclide Specific Pathway Dose Conversion Factor - Intruder Construction Scenario - Air. | |||
PDCF2 Source: NUREGICR-4370, Vol. 1 (most conservative transport class used) | |||
Radionuclide Specific Pathway Dose Conversion Factor - Intruder Construction Scenario - Direct Gamma PDCF 5 Source: NUREGICR-4370, Vol. 1 (most conservative transport class used) | |||
C, Radionuclide Concentration in Waste Activity fraction remaining after decay | |||
: 1. fo = e-' where I is the the time period between the end of active disposal and the initiation of the scenario; the site closure plan for USEI ensures maintenance for 30 years after closure. | |||
Dilution factor due to particular disposal practices fd 0.5 for random, 0.75 for stacked, or 0.5 for decontainerized. Fd set to 1 for this evaluation as USEI is not taking credit for dilution of these wastes as part of the Intruder scenario. | |||
: f. Waste form and Package Factor - No credit is taken for waste form or solidification Site Selection Factor f, = T_ x ExposureFittor T,_ = 2.53 x 10-o x(lO/v)x(s/30)x(50/PE)' = 2.81x lI0'o where: | |||
v = 4.47 mns (average annual wind speed at Boise, ID Airport) a = 50% (default silt content of soil) | |||
PE = 91 (default precipitation-evaporation index) | |||
HBPP ADR#3 Concentrated RESRAD Model Calculations Input Parameters and Assumptions A Assumed Timeframe to Complete Project = 2 months 2 months 3 | |||
B1 Total HBPP Waste Volume 100,000 ft B2 3703.7 cy3 B3 2831.7 m 3 | |||
C1 HBPP Waste Density 55 lb/ft C2 0.88 g/cc D1 Mass of HBPP ADR#3 Waste Stream 5.50E+06 lb 3.87E+00 D2 2,750 tons 2.28E+00 E Average Annual Waste Received at USEI 725,000 tons F1 Average Monthly Waste received 60416.7 tons F2 1.21 E+08 lbs G1 Density of USEI waste cells (insitu) 1.5 g/cc3 G2 93.8 lb/ft 3 | |||
G3 1.65 tons/m 2 | |||
H Baseline RESRAD USEI Contamination Zone Area 88,221 m I Baseline RESRAD USEI Contamination Zone Depth 33.6 m Equations and Calculations 2 | |||
J Surface area for conentrated HBPP waste in USEI Landfill [=H/6] 14703.5 m (total area divided by 6 - for 2 month burial period) 3 K Volume of Total USEI Waste Received in 2 months [=E/(6*G3)] 73080 m (mass in tons converted to in situ m3) | |||
L Dilution Factor for Concentrated HBPP Waste Stream [=B3/K] 3.87E-02 (based on volume) | |||
(volume of HBPP ADR#3 / Volume of USEI 2-month total) | |||
M Thickness of CZ in Conc. RESRAD Model [=K/J] 5.0 m N Dilution Factor for Concentrated HBPP Waste Stream [=D1/F2] 2.28E-02 (based on mass) | |||
(mass of HBPP ADR#3 / Mass of USEI 2-month total)}} |
Revision as of 20:01, 11 November 2019
ML12320A009 | |
Person / Time | |
---|---|
Site: | Humboldt Bay |
Issue date: | 07/16/2012 |
From: | Pacific Gas & Electric Co |
To: | NRC/FSME/DWMEP/DURLD |
References | |
Download: ML12320A009 (3) | |
Text
PGE Humboldt Bay NPP ADR #3 USE TOOOose CafiuAon0 Workahit aý soc.*
mwwo C~e (
Apc:.
2402003 S00. 44 4. 4.,00-o0 1 4.40-
.
lotse 0 100 03 ctl00.o b
- io..*O1 IE7*-
i .- -
700cc I-oo~
.8004 - 0 8.7 3.80E-03 PI =
I 0C~2 04.004 -M7ooo 1b .'- 1...,I
-+3 1. sI~ lr.o .zo .
0o-74 75 1.326-1 1 0 5381601 132607 Po23 3 4.40E+00 4.406-03 1.54-01 4416.40 Pu-40 4 3.4 +40 4.4,0-40 1.46-01 .2-P0 34 p4-1 150 080E6O 063ý1 I -.076-0 0.3-40
-2.1 1 8016.01 670w-03 3.871"1 U84
. -0 . - 2 ' 1 3.7 U40 I T ZO 4 3526.40 3.520-1 1500-01 3526-I T-+-4 3 0W4 761 37-1 0W0 l ro m 2M. 1l 431'0 2lb w.,, 7.,0 1 I P01+T030+0 0l 132 7106-00 000 40 1 1577-01 0 W.6 IA rXliw6-o92]
" . <0 13.2 32..1 004+40 3,3 00 4210-40 O.40 I aroa [i~FdtZ.]
N..o. 7481.3+
C,0c8.s '1481.1' 0....I 0 0D0-co 400 T+0t 0... 70".' I
.830 00o... 3+. 4+ 0053' 8188812-` .0.+ B Ic.. . Il3,.8, 1- 436 00673,-,.y 0, 0w 0.03 8800 6ire..40 70~ 2o00o 3.026-2 0 Wo+oo 13 ,
26 00000l0 11*-4 b...m*0 0 q+602 000 .84 62..)
pl m 0llCd 075 2 10-03 2.40-0 20 43 .7E3102 33500-4045 304030,1.. 4 .4 0.000 3 WoW 33 0 3W.4 wTuT,.00D-+ 132 32, 0 OW_4 3. 103 2 21"-1 7.00-2 W4 0 75 2 .07-0 2.35-0 28 33 7.570-02 74-2 3 1a o 0008 2 0.3 70-0 2.95-0 20 33 0..70-33 15-O 40+. 40.43388.(040703
... b.. ....13 Co. .. C-14 .. .. . A1E
-1I T .. . . . . . P- . Po.
.-. P . I. -0 . -240 I -u+070oo10. 0: D 7 .100 0 0 35 26 7 26 7 0 0 7 35 26 0. 70 C,-40. W-68 Oc8): 100 ¶ 500351 +40 504.00 1. 2.0060 2001 1-0+01 1 W4 W4I 7 16 20400 204.40 2.04010 4406.40 4-0 4.00 WoO21.04001.20WoW2-.M0 Oo..Oor **'lo+O 1o, (0,11 nm+0l)) 3,1 -004 2.100-04 1.30E603 0.340-40 2 00,,08 200-8,,0e 230-00 2 210-00 28*,0640 2 WOO-048336,-007.30-1 720-.01 1.100-012040-01 3300.-013000-*013.198-034,440'01 3,0761 2.400-01 88p70008 lol0- (06 m') 2 30-00 0+8.2670078
- od27o.n'I): 7326-07 304E.07 1 70E-0 1.177E09 I1106-0 7486+,00 8316-40) 67106-, 7000-00 7010-00 3.7E000 341E+04 3.27603 2.30-00O1.231-031.75-40 7.37E-04 2.3*40- 7.346-05 8.76-05 6.576-*05 0
- 20. 00810 +o0.0,.*
2c..1.8808- 0.08oo+880o38 8440870410+oos8 8.402 2 4 03008010.
3 o, 04084realh3 itoo0+8 004l80 0.,8lp+lW00o318 403'4030h0.020.0tons0.103400.81,.0325110002. $
1 0801,448 +8+1.. 04403600101.8318.+87 IIMý12
Attachment 4 Inadvertent Intruder Analysis - Construction Scenario USEI Inadvertent Intruder Dose Calculation Worksheet Customer. PG&E Humboldt Bay Power Plant Project Alternate Disposal Request #3 - Unit 3
,r NUREG-0752 G-57 PDCF-2 HfLife Dcy C Half Life Decay C. % of year for Dose Isotope (mromfyr 5 Exposure I(trenyear)
IMr ,
F2t (years) Constant (Clim3)
Ni-63 I 2.48E+10 I 1.00E+02 0.0069 1 880E-06 1 0.812 I 1 I 2.84E-10 1 5.70% 1 2.87E-06 Pu-239' I 0.OOE+00 I 2.41E+04 0.0000 3.52E-06 0.999 3.52E-06 0.997 0057 1.32E-04 0.235 0.057 8.80E-06 1 0.953 0.057 Cm-243
... i --
4 -3.AAF+Ofl TOTAL 3k,*vUP+O Notes: I PDCF-5set to 0 for these nuclides either due to lack of gamma emissions.
The total dose to the inadvertent intruder is estimated using the following equation:
H = I (fofdfwf )aCwPDCF3 + I (fofdfwfs)Dnctimur s Cw PDCF, n n Etlanation of calculation and terms:
Radionuclide Specific Pathway Dose Conversion Factor - Intruder Construction Scenario - Air.
PDCF2 Source: NUREGICR-4370, Vol. 1 (most conservative transport class used)
Radionuclide Specific Pathway Dose Conversion Factor - Intruder Construction Scenario - Direct Gamma PDCF 5 Source: NUREGICR-4370, Vol. 1 (most conservative transport class used)
C, Radionuclide Concentration in Waste Activity fraction remaining after decay
- 1. fo = e-' where I is the the time period between the end of active disposal and the initiation of the scenario; the site closure plan for USEI ensures maintenance for 30 years after closure.
Dilution factor due to particular disposal practices fd 0.5 for random, 0.75 for stacked, or 0.5 for decontainerized. Fd set to 1 for this evaluation as USEI is not taking credit for dilution of these wastes as part of the Intruder scenario.
- f. Waste form and Package Factor - No credit is taken for waste form or solidification Site Selection Factor f, = T_ x ExposureFittor T,_ = 2.53 x 10-o x(lO/v)x(s/30)x(50/PE)' = 2.81x lI0'o where:
v = 4.47 mns (average annual wind speed at Boise, ID Airport) a = 50% (default silt content of soil)
PE = 91 (default precipitation-evaporation index)
HBPP ADR#3 Concentrated RESRAD Model Calculations Input Parameters and Assumptions A Assumed Timeframe to Complete Project = 2 months 2 months 3
B1 Total HBPP Waste Volume 100,000 ft B2 3703.7 cy3 B3 2831.7 m 3
C1 HBPP Waste Density 55 lb/ft C2 0.88 g/cc D1 Mass of HBPP ADR#3 Waste Stream 5.50E+06 lb 3.87E+00 D2 2,750 tons 2.28E+00 E Average Annual Waste Received at USEI 725,000 tons F1 Average Monthly Waste received 60416.7 tons F2 1.21 E+08 lbs G1 Density of USEI waste cells (insitu) 1.5 g/cc3 G2 93.8 lb/ft 3
G3 1.65 tons/m 2
H Baseline RESRAD USEI Contamination Zone Area 88,221 m I Baseline RESRAD USEI Contamination Zone Depth 33.6 m Equations and Calculations 2
J Surface area for conentrated HBPP waste in USEI Landfill [=H/6] 14703.5 m (total area divided by 6 - for 2 month burial period) 3 K Volume of Total USEI Waste Received in 2 months [=E/(6*G3)] 73080 m (mass in tons converted to in situ m3)
L Dilution Factor for Concentrated HBPP Waste Stream [=B3/K] 3.87E-02 (based on volume)
(volume of HBPP ADR#3 / Volume of USEI 2-month total)
M Thickness of CZ in Conc. RESRAD Model [=K/J] 5.0 m N Dilution Factor for Concentrated HBPP Waste Stream [=D1/F2] 2.28E-02 (based on mass)
(mass of HBPP ADR#3 / Mass of USEI 2-month total)