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7.4.6  Synthesis  and  Characterization  of   has  much  attention  due  to  their  high  chemical
                       Neodymium  and  Uranium  loaded         durability  as  well  as  mechanical  stability.  Such
                       Strontium Borophosphate (SBP) Glasses   materials are nding applications in vitrication
                       for Waste Immobilization applications   of radioactive waste and glass to metal seals of
                                                               biomaterials.  Strontium  borophosphate  (SBP)
                      Various  material  types  have  been     glasses were synthesized by adding lithium as a
                  considered  as  candidates  for  immobilization  of   ux  and  zinc  as  a  modier.  Neodymium  and
                  specic  radioactive  wastes  such  as  glass,   uranium are doped in SBP to study the solubility
                  ceramics, cement, bitumen and metals. Glass is   and thermal stability. The formation of SBP glass
                  widely considered to be the benchmark material   was  observed  by  X-ray  Diffraction  (XRD)
                  for long-term     immobilization     of     complex  examination of the sample (Fig.7.13(a)).
                  mixed  radioactive  wastes.  Borophosphate  glass



























                       Fig.7.13(a): XRD of neodymium and         Fig.7.13 (b) : FTIR spectra of neodymium
                                           Uranium Samples                              and Uranium Samples



                  The thermal analysis of the prepared glass   the soils around the site is necessary. With this
                  materials  was  carried  out  by  simultaneous   objective, a digital geo-spatial database on soils of
                  Thermo-Gravimetry and differential thermal   Indian NPP sites and their surroundings up to 30
                                                               km radial zone are generated. The soil database
                  a n a l y s i s   ( T G - D T A ) .   S t r u c t u r a l
                                                               was  prepared  with  an  aim  to  provide  basic
                  characterization  was  done  by  FTIR  and
                                                               information  such  as  the  soil  type,  distribution,
                  RAMAN. Fourier Transform Infrared  (FTIR)
                                                               characterization and classication. The database
                  spectra  reveal  different  network  groups  in   is stored in digital form and can be retrieved for
                  borophosphate glasses (Fig.7.13(b)). Studies   future analysis. For example, soil map of Kaiga
                  have shown that neodymium and uranium        Generation Station (KGS) with soil taxonomy as
                  loading  do  not  affect  borophosphate  glass   legend is shown in the Fig.7.14(a) & (b).
                  formation.

                  7.4.7  Generation of GIS based Geo-spatial   7.4.8    Impact  of  Construction  of  Combined
                                                                      BHAVINI-MAPS  Coolant  Discharge
                       database  on  Soil  Characteristics
                                                                      Canal on Coastal Morphology
                       around   NPP Sites
                                                                    A  combined  outfall  channel  (with  guided
                      The  knowledge  of  soil  resource  of  an
                                                               bund  and  tsunami  protection  and  shore
                  area  is  a  basic  necessity  for  planners  and   protection wall) was constructed to discharge the
                  researchers.  To  ensure  safety  of  public  and   thermal efuent of PFBR and MAPS. To assess the
                  environment from the radiological impact due to   environmental  impact,  high  resolution  satellite
                  the operation of NPPs, continuous monitoring of   data for the pre-and-post construction period was


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