Sensitivity analysis of an accident prediction model by the fractional factorial method.

Sensitivity analysis of a model can help us determine relative effects of model parameters on model results. In this study, the sensitivity of the accident prediction model proposed by Zegeer et al. [Zegeer, C.V., Reinfurt, D., Hummer, J., Herf, L., Hunter, W., 1987. Safety Effect of Cross-section Design for Two-lane Roads, vols. 1-2. Report FHWA-RD-87/008 and 009 Federal Highway Administration, Department of Transportation, USA] to its parameters was investigated by the fractional factorial analysis method. The reason for selecting this particular model is that it incorporates both traffic and road geometry parameters besides terrain characteristics. The evaluation of sensitivity analysis indicated that average daily traffic (ADT), lane width (W), width of paved shoulder (PA), median (H) and their interactions (i.e., ADT-W, ADT-PA and ADT-H) have significant effects on number of accidents. Based on the absolute value of parameter effects at the three- and two-standard deviation thresholds ADT was found to be of primary importance, while the remaining identified parameters seemed to be of secondary importance. This agrees with the fact that ADT is among the most effective parameters to determine road geometry and therefore, it is directly related to number of accidents. Overall, the fractional factorial method was found to be an efficient tool to examine the relative importance of the selected accident prediction model parameters.

[1]  C Zegeer,et al.  SAFETY EFFECTS OF CROSS-SECTION DESIGN FOR TWO-LANE ROADS - VOLUME II - APPENDIXES - FINAL REPORT , 1987 .

[2]  Ana P. Barros An evaluation of model parameterizations of sediment pathways: a case study for the Tejo estuary , 1996 .

[3]  J W Mcdonald,et al.  RELATION BETWEEN NUMBER OF ACCIDENTS AND TRAFFIC VOLUME AT DIVIDED-HIGHWAY INTERSECTIONS , 1952 .

[4]  Brian Henderson-Sellers,et al.  Sensitivity evaluation of environmental models using fractional factorial experimentation , 1996 .

[5]  M. Hadi,et al.  ESTIMATING SAFETY EFFECTS OF CROSS-SECTION DESIGN FOR VARIOUS HIGHWAY TYPES USING NEGATIVE BINOMIAL REGRESSION , 1995 .

[6]  J. S. Hunter,et al.  Statistics for experimenters : an introduction to design, data analysis, and model building , 1979 .

[7]  D M Belmont EFFECT OF SHOULDER WIDTH ON ACCIDENTS ON TWO-LANE TANGENTS , 1954 .

[8]  Walid Abdelwahab,et al.  JOINT EFFECTS OF ACCESS AND GEOMETRY ON TWO-LANE RURAL HIGHWAY SAFETY IN BRITISH COLUMBIA , 1994 .

[9]  Ezra Hauer,et al.  Estimation of safety at signalized intersections , 1988 .

[10]  J Mclean REVIEW OF ACCIDENTS AND URBAN ARTERIAL CROSS-SECTION TREATMENTS , 1997 .

[11]  Patrick T McCoy,et al.  ESTIMATION OF SAFETY AT TWO-WAY STOP-CONTROLLED INTERSECTIONS ON RURAL HIGHWAYS , 1993 .

[12]  V V Silyanov,et al.  Comparison of the pattern of accident rates on roads of different countries , 1973 .

[13]  Ann Henderson-Sellers,et al.  A Factorial Assessment of the Sensitivity of the BATS Land-Surface Parameterization Scheme , 1993 .

[14]  Mekonnen Gebremichael,et al.  Evaluation of MODIS Gross Primary Productivity (GPP) in tropical monsoon regions , 2006 .

[15]  L. Xu Two-Layer Variable Infiltration Capacity Land Surface Representation for General Circulation Models , 1994 .

[16]  E A Rinde Accident rates vs shoulder width , 1977 .

[17]  C Zegeer,et al.  EFFECT OF LANE WIDTH, SHOULDER WIDTH, AND SHOULDER TYPE ON HIGHWAY SAFETY , 1987 .

[18]  Ann Henderson-Sellers,et al.  Assessing the Sensitivity of A Land‐Surface Scheme to Parameters Used In Tropical‐Deforestation Experiments , 1992 .

[19]  Yaacob Ibrahim,et al.  Catchment Calibration Using Fractional-Factorial and Central-Composite-Designs-Based Response Surface , 1995 .