1. absolutely essential first level
next steps
Implementing additional
dynamic boundary conditions
absolutely essential first level
statistical validation of dyn. BC
Driving dynamics 
Road incline
Shifting behaviour
with available, common sources
WLTP-Database, HB-EFA, RC-Generator, PEMS-Measurements (JRC, ACEA, AECC, TUG, TÜV, …)
Validation of additional, kinematical parameters
Average speed range, per road category (U/R/M)
Idling time
Derivation of statistical proved limits for moderate/extended parameters
Further development of tools during monitoring phase+step1
second level

2. Road Incline Classification known routes
Route classification with applied ACEA Proposal
Pass
Fail
moderate
extended
invalid
ROM (JRC-Pool) x
MIL (JRC-Pool)
SCM (JRC-Pool)
ROUTE1 (JRC-Pool)
ROUTE2 (JRC-Pool)
ARONA (JRC-Pool)
STG
NSU
WOB SR DD
FORD (UK)
VOLVO (ACEA)
VOLVO (demanding)

3. Road Incline 3 extreme scenarios: Driving up and down one hill
Statistical Percentile 95%-ile of road incline < [X.X]%
Continuous driving up and down hills
cumulated positive altitude gain < [xxxx m/100km]
Single uphil / downhill trip /
start and finish at same altitude
every car returns to it´s home-base

4. Analysis of Road Incline
Ensure routes with normal road incline
Database used: Official Map-Data of Europe+ Statistical Date EU Server
Proposal:
Post check after trip or Apriori check during trip planing, with public avaliable Data
road incline range [%]
driven distance
ACEA proposal:
moderate
extended
(road incline)95%ile 2%
3,8%
cumulated positive altitude gain
650/100km
1000m/100km
Round trip
start & finish at same altitude
The Percentile based proposal allows 5% of a PEMS-Trip without any restriction (steep road incline with e.g. 10% is allowed)

5. Analysis of Shifting Behaviour
Ensure normal shifting behaviour
Avoid misuse
Database used: Round Robin Trip + additional PEMS-Trips (>>100)
Proposal:
Detect frequentile shifting misuse with a pass/fail criteria
GSI following rate greater or equal than 90%, and optional
95%ile of relative engine speed smaller or equal than 0.6
engine speed
[1/min]
time [s]
Leistung
[kW]
vehicle speed [km/h]
ACEA proposal:
GSI
90% of time following GSI
n rel
95%ile nrel <= 0.6
time [s]

6. Shifting Behaviour at PEMS-Trips 95%-Percentile of „n_rel“
Definition n_rel:
(n_act – n_idling)
n_rel = (n_act: actual rpm)
(n_rated – n_idling)
That means: at idling: n_rel = 0 at rated Power: n_rel = 1

7. Idling Time/Stationary Share
KOM Draft min. 10%, no maximum limit
To ensure more valid trips, stationary share minimum limit should be lower -> e.g. 3…5%
To avoid unnormal stopping an additional maximum share should be implemented, e.g. 15…20% and a maximum single stopping time should not exceed 90 sec

8. Average Speed min Max City 15 30 Rural - motorway 90
KOM Draft
min
Max
City 15 30
Rural -
motorway 90
110 (min. 5 Minutes >110
To ensure more valid trips, average city speed should be higher, e.g km/h

9. Summary essential pass/fail BC
Driving Dynamic
Road Incline
Shifting Behaviour
Idling/Stationary Share
Average Speed

10. BACKUP

11. cummulated altitude of several trips

12. evaluation process: over
Input: MAP/GPS data
- MAP geodata
- time, velocity, altitude (GPS)
preparing data
- converting in 1Hz-resolution
- calculating distance
evaluation with
„Incline-tool“
(see explanation on next slide)
output of results
- incline course
- incline distribution
- cumulative altitude
- …

13. „Incline tool“ prepared data in 1 Hz resampling data
- time
- velocity
- altitude
- distance
resampling data
timebased data (resolution 1s) ↘
distancebased data (resolution 1m)
smoothing & normalization of altitude
1) Automatic filtering of outliers and bugs
2) distancebased differentiation by moving average over 200 values 3) distancebased integration
calculating road incline
1) distancebased differentiation over moving average with 200 values
2) distribution of incline
3) …