Title: Calibration and Validation
1Calibration and Validation
Christopher R. Bennett Director - Data Collection
Ltd.
2Reliability of Results Depend On
- How well data provided represent the real
conditions being analysed as understood by the
model - How well the predictions of the model fit the
real behaviour and the interactions between the
various factors and conditions to which it is
applied
3Application of Model
- Input Data
- Must have a correct interpretation of the input
data requirements - Have a quality of input data appropriate for the
desired reliability of results - Calibration
- Adjust model parameters to enhance the accuracy
of its representation of local conditions
4Steps in Analysis
5Calibration Focus
- Road User Effects
- The models must predict the correct magnitude of
costs and relativity between components - Road Deterioration and Works Effects
- The models must reflect local pavement
deterioration rates and maintenance
practices/effects
6HDM Development
- Used structured mechanistic-empirical approach
- Pavement deterioration validated against four
major overseas studies - HDM applied in over 100 countries with varied
climate and pavement types - Found to give reasonable predictions when
calibrated correctly
7RUE Calibration - Canada
8Calibration Levels
- Level 1 Basic Application
- Addresses most critical parameters
- Desk Study
- Level 2 Calibration
- Measures key parameters
- Conducts field surveys
- Level 3 Adaptation
- Major field surveys to requantify fundamental
relationships
9Hierarchy of Effort
10Level 1 - Application
- Required for ALL HDM analyses
- Once off set-up investment for the model
- Primarily based on secondary sources
- Assumes bulk of HDM default values appropriate
11Level 2 - Calibration
- Uses local measurements to verify and adjust
predictions - Requires more data collection and higher precision
12Level 3 - Adaptation
- Comprised of
- Improved data collection
- Fundamental research
- Leads to more accurate data by observing over
long time period - Often leads to alternative local relationships
13RUE Model Calibration Priorities
14Full Details on RUE Calibration
- Specific details on how to calibrate the RUE
model are given in the HDM-4 Calibration and
Adaptation Guide as well as the book Modelling
Road User and Environmental Effects in HDM-4.
15Bituminous Pavement Deterioration Priorities
16Full Details on PDWE Calibration
- Specific details on how to calibrate the PDWE
model are given in the HDM-4 Calibration and
Adaptation Guide
17Reliability Concepts
- A model is representation of reality
- How well the model predictions reflect reality
depends on - the validity of the underlying relationships
- the accuracy and adequacy of the input data
- calibration factors used in the analysis
18Bias and Precision
- Only way of assessing models reliability is by
comparing its predictions to known data - Need to take into account two considerations
- Bias
- Precision
19Combinations of Bias and Precision
20Correction Factors
- Used to correct for bias
- Two types of factors
- Rotation (CF Observed/Predicted)
- Translation (CF Observed - Predicted)
- Translation factors shift the predictions
vertically rotation factors adjust the slope
21Rotation and Translation Factors
22Bias and Precision in Input Data
23Important Considerations
- Must calibrate over full range of values likely
to be encountered - Must have sufficient data to detect the nature of
bias and level of precision - High correlation (r2) does not always mean high
accuracy there can still be significant bias
24RDWE Calibration - 1
- Simulation of Past
- take sample of roads with historical data
(traffic, design, etc.) - simulate deterioration from construction to
current age - compare results
- Average predicted condition should be similar to
current condition
25RDWE Calibration - 2
- Controlled Studies
- collects detailed data over time on traffic,
roughness, deflections, condition, rut depths - sections must be continually monitored
- long-term (5 yr) commitment to quality data
collection
26Road User Effects
- Some data available from field studies other
from controlled experiments - Can verify using tariff surveys
27RUE - Fleet Surveys
- In many developed countries data are available
from vehicle fleet management companies - Depending on availability and level of
disaggregation may offer scope for calibration of
both level and relative contributions of RUE
components
28What to Focus On
- HDM-III had about 80 data items and model
parameters HDM-4 over 100 - To assist users, conducted sensitivity tests and
defined impact elasticities - Grouped data into ranges
29Sensitivity Classes
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32Importance of Data
- Accuracy of data has major impact on predictions
33Information Quality Levels - IQL
34IQL Levels
- IQL - 1 Fundamental Research
- many attributes measured/identified
- IQL - 2 Project Level
- detail typical for design
- IQL - 3 Programming Level
- few attributes, network level
- IQL - 4 Planning
- key management attributes
- IQL - 5 Key Performance Indicators
35Description of IQL Levels
36Converting Data Units
- Not necessary to collect data in same units as
HDM - Can develop transfer functions using parallel
studies - Functions may be equations or tables
37Relating Local Data to HDM-4
38Steps to Resolving Data Issues
- Establish IQL given the required decision level
and the data collection resources - Sort local data into format suitable for
transformation - Determine transformations between local data and
HDM - Apply transformation relationships to local data
39Can We Believe the Output?
- Yes, if calibrated
- HDM has proved suitable in a range of countries
- As with any model, need to carefully scrutinise
output against judgement - If unexpected predictions problem with (a) data
(b) calibration (c) the models, or (d) your
judgement