Depleted Uranium Waste Assay at AWE. T.J. Miller AWE, Aldermaston, Reading, Berkshire, England, RG7 4PR UK

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Depleted Uranium Waste Assay at AWE T.J. Miller AWE, Aldermaston, Reading, Berkshire, England, RG7 4PR UK ABSTRACT The Atomic Weapons Establishment (AWE) at Aldermaston has recently conducted a Best Practical Means (BPM) study, for solid Depleted Uranium (DU) waste assay, in order to satisfy key stakeholders that AWE is applying best practice. This study has identified portable passive High Resolution Gamma Spectrometry (HRGS), combined with an analytical software package called Spectral Nondestructive Assay Platform (SNAP), as the preferred option with the best balance between performance and costs. HRGS/SNAP performance has been assessed by monitoring 200 l DU waste drum standards and also heterogeneous, high density drums from DU firing trials. Accuracy was usually within 30 % with Detection Limits (DL) in the region of 10 g DU for short count times. Monte Carlo N-Particle (MCNP) calculations have been used to confirm the shape of the calibration curve generated by the SNAP software procured from Eberline Services Inc. INTRODUCTION AWE has recently carried out a BPM study in order to identify the most suitable option for solid DU waste assay. This paper summarises the results from that study and the subsequent performance trials on the HRGS/SNAP option selected. The object of the exercise was to demonstrate acceptable performance, for the most challenging heterogeneous high-density waste streams encountered, whilst ensuring that the method was not grossly disproportionate in terms of money, time and trouble. A secondary objective was to confirm the shape of the calibration curve generated by SNAP using MCNP calculations. BPM STUDY The AWE BPM study has been published for internal distribution (1). Each assay option was scored against a set of assessment criteria covering costs (e.g. procurement, maintenance, training, operating time) and performance (e.g. accuracy, detection limit). Table I provides a simplified summary of the results, for the principal assay options, taken from a peer review of AWEs studies (2). The HRGS option was chosen because it provided high performance at moderate cost when compared to the alternatives. The other options were either too costly or had inferior performance.

Table I DU waste assay options BPM summary Option Costs Accuracy DL Suitability Passive Neutron Counting Low Medium Poor No Passive Neutron Coincidence Counting High Medium Poor No Active Neutron Counting Very High High Good Too expensive Segmented Gamma Scanner (Low Resolution) Segmented Gamma Scanner (High Resolution) Passive Low Resolution Gamma Spectrometry Passive High Resolution Gamma Spectrometry Medium Medium Good Inferior accuracy High High Good Too costly and complex Low Medium Good Inferior accuracy Medium High Good Yes Gross activity Low Medium Fair No Chemical analysis Medium Low Good No The reader is referred to the Radiometric Non-Destructive Assay Guide for a detailed description of the assay options together with their ranges of application, advantages and limitations (3). Passive HRGS provides the best combination of relatively low costs and high performance. PASSIVE PORTABLE HRGS Table II summarises the key hardware and software components of the portable HRGS system. Figure 1 shows the HRGS monitoring a drum of waste situated on a rotating turntable. Table II HRGS components Component Detector Collimator Multichannel analyser Specification High Purity Germanium N-type (45 % relative efficiency) 20 mm lead (copper lined) ORTEC digidart Computer Laptop with windows 98 MCA emulator Maestro 32 Analytical software SNAP (5) Trolley ORTEC ISOCART

Figure 1 HRGS monitoring a waste drum on a turntable The SNAP analytical software corrects the detector calibration for counting geometry and gamma ray attenuation. It also has routines for differential peak analysis and uranium lump corrections. The reader is referred to the SNAP user s manual for a detailed description of SNAP features and analysis procedures (5). HRGS PERFORMANCE Waste drum standards Waste drum standards were used in order to check the SNAP software calibration. For example, figure II shows DU drum calibration curves, derived from SNAP and MCNP, for a uniform distribution of waste and DU. Individual points on the SNAP curve were verified by making measurements on waste drum standards, containing thin disks of DU and waste packages, positioned to simulate uniform distribution. Table II shows reasonable agreement between SNAP and the standards. However, the MCNP curve was around 20% higher than the SNAP curve and this is believed to be due to the active volume of the germanium crystal being smaller than its specified dimensions. This has been attributed to imperfect electrical field throughout the crystal (4). Table III details the MCNP input file, developed in collaboration with LANL (6), that was used to describe the detector waste drum counting geometry as photographed in figure 1.

DU drum calibration curve (MCNP and SNAP) Response factor (cps/g) 0.009 0.008 0.007 0.006 0.005 0.004 0.003 0.002 0.001 0 0 100 200 300 400 500 600 Gross drum mass (kg) Figure 2 DU drum calibration curve (1 MeV Pa-234m photon) Table II comparison of SNAP with DU drum standards Gross drum mass (kg) DU mass (g) SNAP mass (g) SNAP (%) 50 59.2 68.7 116 130 59.2 65.4 110 Table III MCNP input file for waste drum and HRGS 1 9-5 -1-12 11 imp:p=1 $ germanium crystal 2 2-2.7-3 2-13 9 imp:p=1 $ aluminium shell 3 0 (-13-2 10) (1:12:-11) imp:p=1 $ detector air 4 3-1.84-2 9-10 imp:p=1 $ berylium window 5 4-1 -4-8 7 imp:p=1 $ polythene end cap 6 5-8.96-5 4 7-13 imp:p=1 $ copper collimator lining 7 6-11.35-13 5-6 7 imp:p=1 $ lead collimator 8 1-0.00122-14 #1 #2 #3 #4 #5 #6 #7 #10 #11 imp:p=1 $ universe 9 0 14 imp:p=0 $ outside universe 10 8-0.875-15 -18 17 imp:p=1 $ concrete waste 11 7-7.86 15-16 17-18 imp:p=1 $ drum wall 1 c/y 0 41 3.07 2 c/y 0 41 4 3 c/y 0 41 4.1 4 c/y 0 41 5.2 5 c/y 0 41 5.3 6 c/y 0 41 6.8 7 py 68.5 8 py 68.75 9 py 68.85 10 py 68.9 11 py 69.15 12 py 77.15 13 py 88.82 14 so 150 15 cz 28.4 16 cz 28.5 Table III continued 17 pz 0

18 pz 82 mode p m1 6000-0.00014 7000-0.75519 8000-0.23179 18000-0.01288 m2 13000 1 m9 32000 1 m3 4000 1 m4 6000 1 1000 2 m5 29000 1 m6 82000 1 m7 26000 1 m8 1001 0.14 6000 0.0045 8016 0.49 20000 0.038 14000 0.143 12000 0.0005 26000 0.005 13027 0.03 11023 0.008 28000 0.134 16032 0.0007 19000 0.0041 22000 0.0022 sdef pos=0 0 0 par=2 erg=1.001 rad=d1 axs= 0 0 1 ext=d2 si1 h 0 28.4 sp1 d -21 1 si2 h 0 82 sp2 d 0 1 f8:p 1 e8 0 0.001 1098i 1.1 ctme 60 Firing chamber drums Figure 3 shows a typical hydrodynamics trial pre and post firing. The waste is collected and shredded with the larger (non-shreddable) material being placed in the bottom of the waste drum and the smaller material on top. Figure 3 Firing Chamber (pre and post firing) Each trial uses kilos of DU and generates around 20 drums of waste. These drums may subsequently be grouted. Table IV summarises the assay results for six firings. It can be seen that the SNAP results are generally within 30 % of the actual DU mass used in each trial. Table IV DU assay results for firing trials Average drum mass 100 % recovery (kg) (U-238 g/drum) SNAP (U-238 g/drum) SNAP (%)

135 233 269 115 139 345 379 110 324 354 403 114 296 195 265 136 308 133 255 192 245 392 511 130 252 262 331 126 DISCUSSION The law of diminishing returns applies to DU assay. Acceptable performance (i.e. 30 % accuracy and 10 g detection level) can be achieved in minutes using portable passive HRGS equipment costing only a few tens of thousands of pounds. Spending hundreds of thousands of pounds on Segmented or Tomographic Gamma scanners may result in poorer detection levels and longer assay times: improvement is limited to cases where waste heterogeneity is severe. In the normally encountered waste streams the presence of DU as contamination, rather than a single source, reduces uncertainties associated with heterogeneity (3). The results in table IV show that passive HRGS can achieve good results for even the most challenging 200 l waste drums encountered (i.e. high mass, high Z, heterogeneous, high DU content). It is notable that the SNAP result tends to overestimate. The rationalisation for this is that large dense items within the drum (e.g. lead bricks) occupy only a small percentage of the drum volume and therefore offer little gamma ray attenuation in relation to their mass. Another factor contributing to overestimation could be that some of the SNAP gamma ray yields are a little lower than some literature sources. For example, the Pa-234m 1001 kev yield is 0.0065 for SNAP and 0.00835 in the AEA Radiochemical Manual. The presence of DU lumps and internal shielding within the drum could result in underestimation. However this would normally be obvious from a differential peak analysis. Table V summarises the peak area ratios for the principal gamma photons from DU. It can be seen that these ratios change in a predictable way and any unusual shielding effects show up with severe attenuation of the lower energy peak areas relative to the higher ones. Table V Gamma peak (kev)area ratios Item kg DU (g) 63 93 186 766 1001 HEPA filter 20 12 15.8 23.4 3.52 0.48 1 DU disks 0.0666 66.6 3.17 14.7 2.45 0.48 1 Drum 45 17.6 3.18 8.91 2.36 0.36 1 Drum 63 395 0.48 2.71 0.57 0.39 1 Drum 42 126 2.11 7.80 3.64 0.45 1 Drum 65 40 1.96 7.83 1.70 0.43 1 Drum 134 606 1.32 5.19 1.23 0.42 1 Drum 191 237 1.93 6.51 1.23 0.41 1 Drum 435 169 2.00 4.85 1.44 0.37 1 In HEPA filters attenuation is low and the 93/1001 kev ratio is high (23.4/1). This ratio drops to 14.7/1 for an 800 micron DU disk and falls from 8.91/1 in light drums (45 kg) to 4.85/1 in heavy drums (435 kg). However, it is not significantly affected by the mass of DU within the drum provided that this is present as contamination rather than lumps. Heterogeneity is indicated, for the 63 kg drum, by a very low 93/1001 kev ratio of 2.71/1 in a light drum containing only low Z waste (PVC). A large lump correction (1300 microns) was required in order to get agreement between the 93 and 1001 kev peaks.

CONCLUSIONS Portable passive HRGS, combined with an analytical software package, provides the best balance between high performance and low costs for solid DU waste assay. REFERENCES (1) S.Townsend, BPM Study: Solid DU Waste Assay, Unpublished AWE Report, September 2004. (2) M.E.Phillips & W.A.Westall, Review of Waste Assay Procedures and Methods for the AWE H- Area Facilities, BNG Report CS/REP/EXT/0046/05 Issue 1, December 2005. (3) P.McClelland, Measurement Good Practice Guide (Radiometric NDA), National Physical Laboratory, No. 34, January 2003. (4) J.Boson, Improving calibration of HPGe Detectors for In-Situ Measurements a Comparison of Semi-emperical and Monte Carlo Methods, Swedish Defence Research Agency (FOI), SE-901 82 Umea, Sweden. (5) SNAP Users Manual, Eberline Services Inc., February 2001. (6) S. Myers, Los Alamos National Laboratory.