================================================== ps3065 d:\northps\block456-14jan08\ps3065.txt 16 Jan 08 07:58:03 Wednesday elapsed time 00:10:10 Rectangular area = 0.875 km2 Data area = 0.874 km2 *percent double coverage = 99.029 **low-curvature dc area = 0.000 km2 1st-return RMSE, low-curvature areas = 1.377 95p = 0.718, 98p = 0.718, 99.5p = 2.063 BE RMSE = 3.551 95p = 7.349, 98p = 10.606, 99.5p = 16.039 1803058 unique returns and 0 duplicate returns 263243.553446 1513232.42 598248.99 2423.33 2 1 263259.319063 1510270.21 596552.2 4056.55 2 1 409.01898 263668.338043 1510272.21 595255.56 3727.99 2 1 263686.680577 1513266.71 598251.96 2221.16 1 1 1026.944579 264713.625156 1513262.46 598251.36 2229.56 2 1 264731.4906 1510274.12 595252.35 3673.46 1 1 372.581081 265104.071681 1511260.42 595252.57 3289.89 2 1 265113.903859 1513269.44 596763.45 2944.68 2 1 897112 1st returns 905946 2nd returns 0 3rd returns 0 4th returns 163274 ground returns 0 blunders curvature versus slope n = 75125 X=0, Y = 62.81 +/- 21.30 Weighted least-squares fit: Y = 74.7 + 1.271 X + -0.01355 X**2 slope versus dZ, curvature < 5 n = 11286 Weighted least-squares fit: Y = 16.9 + 0.466 X + 0.00083 X**2 at X = 100, Y = 71.8 effective RMSE xy = 109.6 slope versus dZ, curvature < 15 n = 25170 Weighted least-squares fit: Y = 18.6 + 0.404 X + 0.00214 X**2 curvature versus dZ, slope < 10 n = 111 X=0, Y = 20.82 +/- 8.95 Weighted least-squares fit: Y = 24.5 + -3.521 X + 0.22683 X**2 Number of samples 75944 Max dz = 900 Mean dz = 83 RMS dz = 153.635933297 100cm = 76.0665753713 percentile value of dz Number of survey units in 1 meter = 3.208 Nominal spot spacing (in survey units) = 5 Nominal pulse density (per m2) = 1 Difference cell size = 2.5 IsData cell size = 1.25 IsData expand cells = 8 IsData shrink cells = 7 BE IsData cell size = 2.5 BE IsData expand cells = 24 BE IsData shrink cells = 24 MaxCurve = 24.69903359999 Curvature expand cells = 4 Curvature shrink cells = 3 Point density cell size = 20 Color critical value = 0.3208 Hue jump at critical value = 90