Road Vehicle Performance: Introduction and Resistance TTE 4004 Transportation Engineering Dr. Scott Washburn Introduction Roadway design is governed by two main factors: Vehicle capabilities acceleration/deceleration braking cornering (chap. 3) Human capabilities (late chap. 2, chap. 3) perception/reaction times eyesight (peripheral range, height above roadway) TTE 4004: Transportation Engineering Introduction Performance of road vehicles forms the basis for roadway design guidelines such as: length of acceleration / deceleration lanes maximum grades stopping-sight distances passing-sight distances setting speed limits timing of signalized intersections TTE 4004: Transportation Engineering Introduction Studying vehicle performance serves two important purposes: 1. 2. provides insight into roadway design and traffic operations and the compromises that are necessary to accommodate the wide variety of vehicles that use roadways it forms a basis on which to assess the impact of advancing vehicle technologies on existing roadway design guidelines TTE 4004: Transportation Engineering Tractive Effort and Resistance These are the opposing forces that determine straight-line performance of road vehicles Tractive effort is simply the force available at the roadway surface to perform work (expressed in lbs [N]) Resistance (expressed in lbs [N]) is defined as the force impeding vehicle motion TTE 4004: Transportation Engineering Tractive Effort and Resistance Three major sources of vehicle resistance are: Aerodynamic Rolling (originates from the roadway surface/tire interface) Grade or gravitational TTE 4004: Transportation Engineering Tractive Effort and Resistance Illustration of forces with vehicle force diagram Fig. 2.1 Ff + Fr = ma + Ra + Rrlf + Rrlr + Rg F = ma + Ra + Rrl + Rg TTE 4004: Transportation Engineering Aerodynamic Resistance Can have significant impacts on vehicle performance, particularly at high speeds. Aerodynamic resistance originates from a number of sources: Turbulent flow of air around the vehicle body (≈ 85%) Function of shape of vehicle, particularly the rear Friction of air passing over vehicle body (≈ 12%) Air flow through vehicle components such as radiators and air vents (≈ 3%) TTE 4004: Transportation Engineering Aerodynamic Resistance Based on these sources, equation for determining aerodynamic resistance is: Ra 2 CD Af V 2 (Eq. 2.3) Ra = aerodynamic resistance in lb (N) ρ (rho) = air density in slugs/ft3 (kg/m3) CD = coefficient of drag (unitless) Af = frontal area of vehicle (projected area of vehicle in direction of travel) in ft2 (m2) V = vehicle speed* in ft/s (m/s) * V is speed of vehicle relative to prevailing wind speed (we will assume wind speed of zero for purposes of this class) TTE 4004: Transportation Engineering Aerodynamic Resistance Air density is a function of both elevation and temperature (see text Table 2.1). altitude, density temperature, density TTE 4004: Transportation Engineering Aerodynamic Resistance The drag coefficient is a term that implicitly accounts for all three of the aerodynamic resistance sources previously discussed The drag coefficient is measured from empirical data, either from wind tunnel experiments or actual field tests in which a vehicle is allowed to decelerate from a known speed with other sources of resistance (rolling and grade) accounted for TTE 4004: Transportation Engineering Aerodynamic Resistance Table 2.2 gives an approximate range of the drag coefficients for different types of road vehicles Table 2.3 gives some drag coefficients for various automobiles over the last 35+ years Has dropped from about 0.5 to mid 0.2’s for sedan type vehicles Still in 0.4 – 0.5 range for SUVs and trucks TTE 4004: Transportation Engineering Aerodynamic Resistance As seen in equation 2.3, Ra is proportional to V 2. Thus, this resistance will increase rapidly with increasing speed. We can develop an expression for determining the power needed to overcome aerodynamic resistance TTE 4004: Transportation Engineering Aerodynamic Resistance Power is the product of force and speed, so multiplying Eq. 2.3 by speed gives: PRa 2 CD Af V 3 (Eq. 2.4) or, since 1 horsepower = 550 ft-lb/sec, hpRa C D A f V 3 1100 Thus, the power required to overcome aerodynamic resistance increases with the cube of speed. TTE 4004: Transportation Engineering Rolling Resistance Refers to the resistance generated from a vehicle’s internal mechanical friction, and pneumatic tires and their interaction with the roadway surface. Primary source (about 90%) of this resistance is the deformation of the tire as it passes over the roadway surface. Tire penetration/roadway surface compression (about 4%) Tire slippage and air circulation around tire & wheel (about 6%) TTE 4004: Transportation Engineering Rolling Resistance Factors affecting Rrl Rigidity of tire and roadway surface Tire inflation pressure and temperature Vehicle speed TTE 4004: Transportation Engineering Rolling Resistance Due to wide range of factors that affect rolling resistance, a simplifying approximation is used. Studies have shown that rolling resistance can be approximated as the product of a friction term (coefficient of rolling resistance) and the weight of the vehicle acting normal to the roadway surface. TTE 4004: Transportation Engineering Rolling Resistance Coefficient of rolling resistance (frl) for road vehicles operating on paved surfaces is approximated as: V f rl 0.011 147 V f rl 0.011 44.73 TTE 4004: Transportation Engineering (Eq. 2.5) with V in ft/s with V in m/s Rolling Resistance Thus, rolling resistance is approximated by: Rrl f rlW cos g However, since grades are often small, the equation is further simplified by assuming cos g = 1 (giving a slightly more conservative estimate), yielding: Rrl f rlW TTE 4004: Transportation Engineering (Eq. 2.6) Rolling Resistance To determine power required to overcome rolling resistance, multiply the previous equation by speed, which yields: hpRrl f rlWV 550 PRrl f rlWV TTE 4004: Transportation Engineering (Eq. 2.7) horsepower N-m/s Grade Resistance Gravity, of course, can offer significant resistance on inclines The grade resistance is determined simply as the component of the vehicle weight acting parallel to the roadway surface TTE 4004: Transportation Engineering Grade Resistance Rg W sin g sin g tan g Rg WG (Eq. 2.9) TTE 4004: Transportation Engineering