Terrain topology is the principal source of vertical excitation into the vehicle system and must be accurately represented in order to correctly predict the vehicle response. It is desirable to evaluate vehicle models over a wide range of terrain, but it is computationally impractical to simulate long distances of every terrain type. A method to parsimoniously characterize terrain topology is developed in this work so that terrain can be grouped into meaningful sets with similar topological characteristics. Specifically, measured terrain profiles are considered realizations of an underlying stochastic process; an autoregressive model and a residual process provide the mathematical framework to describe this process. A statistical test is developed to determine if the residual process is independent and identically distributed (IID) and, therefore, stationary. A reference joint probability distribution of the residuals is constructed based on the assumption that the data are realizations of an IID stochastic process. The distribution of the residuals is then compared to this reference distribution via the Kolmogorov–Smirnov “goodness of fit” test to determine whether the IID assumption is valid. If the residual process is IID, a single probability distribution can be used to generate residuals and synthetic terrain of any desired length. This modeling method and statistical test are applied to a set of U.S. highway profile data and show that the residual process can be assumed to be IID in virtually all of these cases of nondeformable terrain surfaces.

References

1.
Aurell
,
J.
, and
Edlund
,
S.
, 1989, “
Operating Severity Distribution—A Base for Vehicle Optimization
,” 11th International Association of Vehicle System Dynamics Symposium (IAVSD, 1989), Kingston, Ontario, Canada, pp.
42
56
.
2.
Wagner
,
S. M.
, and
Ferris
,
J. B.
, 2010, “
Developing Stable Autoregressive Models of Terrain Topology
,”
Int. J. Veh. Syst. Model. Test.
4
, pp.
306
317
.
3.
Box
,
G. E. P.
,
Jenkins
,
G. M.
, and
Reinsel
,
G. C.
, 1994,
Time Series Analysis
, 3rd ed,
Prentice–Hall International, Inc.
,
Englewood Cliffs, NJ.
4.
Redfield
,
R. C.
, and
Karnopp
,
D. C.
, 1988, “
Roadway Elevation Profile Generation for Vehicle Simulation
,”
Veh. Syst. Dyn.
,
17
, pp.
267
280
.
5.
Rouillard
,
V.
,
Bruscella
,
B.
, and
Sek
,
M. A.
, 2000, “
Classification of Road Surface Profiles
,”
J. Transp. Eng.
,
126
(
1
), pp.
41
45
.
6.
Rouillard
,
V.
,
Sek
,
M. A.
, and
Bruscella
,
B.
, 2001, “
Simulation of Road Surface Profiles
,”
J. Transp. Eng.
,
127
(
3
), pp.
247
253
.
7.
Hammond
,
J. K.
, and
Harrison
,
R. F.
, 1981, “
Nonstationary Response of Vehicles on Rough Ground—A State Space Approach
,”
ASME J. Dyn. Syst., Meas., Control
,
103
, pp.
245
250
.
8.
Dodd
,
C. J.
, and
Robson
,
J. D.
, 1973, “
The Description of Road Surface Roughness
,”
J. Sound Vib.
,
31
(
2
), pp.
175
183
.
9.
Chaika
,
M.
,
Gorsich
,
D.
, and
Sun
,
T. C.
, 2004, “
Some Statistical Tests in the Study of Terrain Modeling
,”
Int. J. Veh. Des.
,
36
(
2/3
), pp.
132
148
.
10.
Kern
,
J. V.
, and
Ferris
,
J. B.
, 2006, “
Preliminary Results for Model Identification in Characterizing 2-D Topographic Road Profiles
,”
Proc. SPIE
,
6228
, p.
622806
.
11.
Andren
,
P.
, 2006, “
Power Spectral Density Approximations of Longitudinal Road Profiles
,”
Int. J. Veh. Des.
,
40
(
1/2/3
), pp.
2
14
.
12.
Davis
,
B. R.
, and
Thompson
,
A. G.
, 2001, “
Power Spectral Density of Road Profiles
,”
Veh. Syst. Dyn.
,
35
(
6
), pp.
409
415
.
13.
Rouillard
,
V.
, and
Sek
,
M. A.
, 2002, “
A Statistical Model for Longitudinal Road Topography
,”
Road Transport Res.
,
11
(
3
), pp.
17
23
.
14.
Kern
,
J. V.
, and
Ferris
,
J. B.
, 2006, “
Characterizing 2-D Topographic Mappings of Roads
,” ASME International Mechanical Engineering Congress and Exposition, Chicago, IL.
15.
Kern
,
J. V.
, and
Ferris
,
J. B.
, 2007, “
Characterizing 2D Road Profiles Using ARIMA Modeling Techniques
,”
Proc. SPIE
,
6564
, p.
65640L
.
16.
Kern
,
J. V.
, and
Ferris
,
J. B.
, 2007, “
Developing ARIMA Road Profile Models With a Stationary Residual Process
,” in Fifth IFAC Symposium on Advances in Automotive Control, Seascape Resort.
17.
Nordberg
,
T. P.
, 2004, “
An Iterative Approach to Road/Profile Identification Utilizing Wavelet Parameterization
,”
Veh. Syst. Dyn.
,
42
(
6
), pp.
413
432
.
18.
de Pont
,
J. J.
, and
Scott
,
A.
, 1999, “
Beyond Road Roughness—Interpreting Road Profile Data
,”
Road Transport Res.
,
8
(
1
), pp.
12
28
.
19.
Ferris
,
J. B.
, 2004, “
Characterizing Road Profiles as Markov Chains
,”
Int. J. Veh. Des.
,
36
(
2/3
), pp.
103
115
.
20.
Massey
,
F. J.
, 1951, “
The Kolmogorov-Smirnov Test for Goodness of Fit
,”
J. Am. Stat. Assoc.
,
46
(
253
), pp.
68
78
.
21.
Stephens
,
M. A.
, 1974, “
EDF Statisitics for Goodness of Fit and Some Comparisons
,”
J. Am. Stat. Assoc.
,
69
(
347
), pp.
730
737
.
22.
Stephens
,
M. A.
, 1970, “
Use of the Kolmogorov-Smirnov, Cramer-Von Mises and Related Statistics Without Extensive Tables
,”
J. R. Stat. Soc., Ser. B (Methodol.)
,
32
(
1
), pp.
115
122
.
23.
U.S. Department of Transportation, F.H.A., LTPP: Long Term Pavement Performance Program.
You do not currently have access to this content.