REPRESENTATION OF PAVEMENT SURFACE TOPOGRAPHY IN PREDICTING RUNOFF DEPTHS AND HYDROPLANING POTENTIAL

The sensitivity of the prediction of runoff depths and hydroplaning potential to variations in the elevation information used to define the pavement surface topography has been investigated. Different grid densities of elevation points, ranging from 8-in. to 36-in. spacing, and different levels of elevation data precision, ranging from 0.0003 ft to 0.05 ft, were evaluated. Topographic data, with elevation readings to 0.1 mm, were collected at a grid density of 4 in. over a 12ft by 50-ft section of severely rutted roadway pavement. Runoff depths were computed using a one-dimensional, steady state computer model, employing a kinematic wave approximation. Maximum water depths for the severely rutted section were approximately 1 in. Predictive equations based on recent hydroplaning studies were used to estimate hydroplaning speeds. The results for the single section of pavement show that for a state-of-the-art prediction of runoff depths and hydroplaning potential, it appears adequate to collect elevation data points at a precision of 0.01 ft with a grid spacing of 36 in., being sure to include elevation points in the wheelpaths. It is recommended that additional test sites be observed and analyzed, especially under the conditions where maximum water depths range between 0.01 and 0.1 in. In this range, a more refined elevation precision and grid spacing may be required under certain circumstances.

Media Info

  • Media Type: Print
  • Features: Figures; References; Tables;
  • Pagination: pp 49-54
  • Monograph Title: SURFACE PROPERTIES-VEHICLE INTERACTION
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00450726
  • Record Type: Publication
  • ISBN: 030903809X
  • Report/Paper Numbers: HS-039 028
  • Files: HSL, TRIS, TRB
  • Created Date: Dec 31 1985 12:00AM