![]() New York State Thruway Authority 200 Southern Boulevard, P.O. sizes that may separate from the slope to produce a rock fall event. This approach provides a more accurate approximation to the equations of motion for rock and slope interaction than employed by previous CRSP versions. rock slope design with the aid of Colorado. 2013) allows the influence of rock geometry on the runout distance and dispersion typical of rockfall trajectories to be investigated. The new version of CRSP has been written based on a combination of Particle Flow Code and the Discrete Element Method for dynamic model simulation. The full three-dimensional simulation of rockfall (see Leine et al. Observe as many cut slopes in the area as possible, and take descriptive. Several revisions were issued in the following years, and the program has been widely used for rockfall design. Step 1: Select short section (s) (between 50 to 200 feet long) of the slope to conduct the calibration survey. ![]() The Colorado Rockfall Simulation Program (CRSP) was developed in 1987 to estimate the velocity, energy, and bounce heights of rockfall, which in turn forms a basis for selection of designs for mitigation. Colorado Rockfall Simulation Program Version 5.0
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