Title: The ANSI/ANS 2.15 Standard for Modeling Routine Radiological Releases from Nuclear Facilities
1The ANSI/ANS 2.15 Standard for Modeling Routine
Radiological Releases from Nuclear Facilities
- John Ciolek
- AlphaTRAC, Inc.
2Introduction
3Modeling Standards Plan
- Idea Produce voluntary consensus standards for
atmospheric modeling - ANS 2.15 Modeling routine releases of
radiological material from nuclear facilities - ANS 2.16 Design basis accident scenario modeling
- ANS 3.8.10 Real-time emergency response modeling
for accidents - Working group decided to create the standards
sequentially - Build off previous work
4Process for Creating a Standards Documents
- Form working group
- Create Project Initiation Notification (PIN)
- Defines scope and intention
- Create standards document
- Obtain subcommittee technical content approval
- Obtain consensus committee and public review
- Review for compliance with ANSI
- Obtain approval as American National Standard
5The 2.15 Standard
6Subjects Considered in 2.15
- Models
- Model types
- Reference frames
- Time scales
- Release modes
- Sources
- Ground-level and elevated releases
- Mixed-mode releases
- Plume rise
- Aerodynamic effects of buildings
7Subjects Considered in 2.15
- Removal mechanisms
- Radioactive decay, wet and dry deposition
- Geospatial data
- Meteorological data
- Meteorological networks
- Quality assurance
- Note Standard applies only to offsite areas
8Special Subjects
- Recirculation and complex flow
- The modeling process
- Requirements
- Quality assurance
9Recirculation
10Recirculation Group
- Subgroup formed to investigate influence of
complex flow which includes - Recirculation
- Stagnation
- Flow reversal
- Wind shear
- Subgroup charged with determining
- Where complex flow occurs, does it significantly
contribute to total dose? - If so, what should be recommended?
11Recirculation Evaluation Process
- Determine current state of knowledge
- Literature search for complex flow atmospheric
dispersion studies (journals, conference papers,
books, etc.) - Interview authors of XOQDOQ
- Review recent communications within NRC
- Analyze influence of complex flow on total dose
- Develop recommendations to working group
- Write white paper to document analysis and
findings
12Recirculation Group Findings
- Only two studies specifically examine this issue!
- Response to Pilgrim Watch (OKula and Hanna,
2011) - Southern Great Plains (LLNL - NUREG/CR-6853,
2004) - Problems
- Model grids too coarse
- 4 km grids will only see features gt 8km in extent
- Low resolution of meteorological observations
- Did not look at multiple time scales found to be
important in literature - Hours, diurnal, one to three days
- Meteorological averaging times too long
- Used hourly averaged meteorological data
13Problem Using Hourly Observations
- Canyon release from Los Alamos, NM
- One hour plume travel
- Instantaneous puff shown
- Plume returns to release after one hour
14Diurnal Recirculation
- Tetroon Study
- Rocky Flats, CO
- Feb. 9, 1991
- Tetroon returned to release point about 12
hours after release
Release
15Findings
- Cant base recommendations on Pilgrim Watch or
Plains studies - Found several studies that document complex flow
- Hourly, diurnal, and daily signatures
- Impacts can be 2 to 5 times greater
- With pooling and flow reversal, impacts can be
even greater - Stability influences recirculation
- Climatology influences recirculation frequency
- Complex flow can occur 15 to 50 of time
16Unanimous Recommendations
- Eliminate recirculation factor
- Explicitly treat complex flow
- If that might have significant effect on results
- We need a conclusive study
- Determine if complex flow significantly affects
routine release modeling
17DOE Model Comparison Study
- Rapid study (not published)
- Straight-line (EPIcode) vs. variable trajectory
3-D model (CAPARS system) - Random sample of start times from one year
- 215 out of 35,040 15-minute data sets
- Four-hour simulations
- Maximum concentration binned at select distances
- No deposition or resuspension
18Complex Domain
Release
19Comparison Results
20Analysis of Modeling
- Results differ based on how material was released
- Results match at some distances (1 - 5 km)
- Differences can be 1 - 2 orders of magnitude
- Suggests that straight-line models
- Are not necessarily the most conservative in
complex environments - May greatly over-estimate consequences gt 20 km
from the release - Considering complex terrain and flow probably
will produce significantly different results
21The Modeling Process
- an engineering perspective
22Modeling Process
- Added Modeling Process as first section of 2.15
document - Explicitly treats
- Requirements
- Quality assurance
- Complex modeling processes
- Requires variable-trajectory modeling under some
circumstances
23Requirements
- Must explicitly develop requirements
- Must be achievable
- Must be checked at end of project for completion
24Requirements
- Should include
- Regulatory agencies governing project
- Applicable regulatory limits
- Model selection
- Time scales
- Release modes
- Removal mechanisms
- Input data
- Modeling domain definitions
- Quality assurance
25Quality Assurance
- Must first define QA process to be used
- Can be company-based or national/international-bas
ed standard - IEEE, NRC, DOE, etc.
- Must define what components will be applicable to
project - Must follow process agreed upon
26Variable-trajectory Models Shall Be Used IF
- You have a requirement to use them
- OR
- Straight-line Gaussian modeling results are gt 10
of regulatory limits AND - You have the potential for complex flow within
your domain AND - Complex flow occurs gt 15 of the year
27Potential for Complex Flow
- Determined by
- Documented flow features
- Requires qualified meteorologist
- OR
- Known topographical features
- Large bodies of water (gt 500 sq km)
- Smallest area with documented recirculation
- Mountain(s)
- Can ignore mountains lt 150 m tall unless within 2
km of release - Valleys more than 50 m deep
28Frequency of Complex Flow
- Can be difficult to determine
- Must quantify how often complex flow features
happen - Left to modelers
- Allwine Whiteman (1994) method is acceptable
- Uses one profiler
- Assumes uniform wind field
- Currently investigating practical implementation
of this process
29Status of the 2.15 Document
30ANS 2.15 Document
- Final (Rev. 1) finished
- Sent to ANS-24 February 16, 2011
- ANS-24 review completed
- Comments returned April 15, 2011
- Next steps
- Incorporate comments and return to ANS-24
- Once approved, send to consensus committee
(Nuclear Facilities Standards Committee)
31The Next Standards Document
32ANS 2.16 Design Basis Accident Modeling
- First working group meeting held April 14, 2011
- Additional DOE design basis modeling expert added
to working group - Jeremy Rishel (PNNL) added as co-chair
- Working meeting to be held at June 2011 NUMUG
meeting - Still issue of complex modeling role in design
basis accident modeling
33Questions?