SUMMARYNew a posteriori error indicators based on edgewise slope-limiting are presented. The L 2 -norm is employed to measure the error of the solution gradient in both global and element sense. A secondorder Newton-Cotes formula is utilized in order to decompose the local gradient error from a P 1 ÿnite element solution into a sum of edge contributions. The slope values at edge midpoints are interpolated from the two adjacent vertices. Traditional techniques to recover (superconvergent) nodal gradient values from consistent ÿnite element slopes are reviewed. The deÿciencies of standard smoothing procedures-L 2 -projection and the Zienkiewicz-Zhu patch recovery-as applied to nonsmooth solutions are illustrated for simple academic conÿgurations. The recovered gradient values are corrected by applying a slope limiter edge-by-edge so as to satisfy geometric constraints. The direct computation of slopes at edge midpoints by means of limited averaging of adjacent gradient values is proposed as an inexpensive alternative. Numerical tests for various solution proÿles in one and two space dimensions are presented to demonstrate the potential of this postprocessing procedure as an error indicator. Finally, it is used to perform adaptive mesh reÿnement for compressible inviscid ow simulations.