“…There are many different methods for obtaining a velocity model from seismic refraction first-arrival times, ranging from forward modeling to analytic and geometrical methods to inverse and tomographic methods (e.g., Palmer, 1980;Zelt and Smith, 1992;Sheehan et al, 2005;Ellefsen 2009). Near-surface P-and S-wave velocity models provide essential constraints in applications ranging from hydrologic characterization to site hazard evaluation (e.g., Deen and Gohl, 2002;Asten et al, 2005;Zelt et al, 2006;Powers et al, 2007;Martí et al, 2008;Yordkayhun et al, 2009), but often these models include little or no quantitative estimation of uncertainty, resolution or non-uniqueness.…”