================================================== ps0649 d:\northps\block123-14dec07\ps0649.txt 14 Dec 07 18:51:44 Friday elapsed time 00:06:48 Rectangular area = 0.875 km2 Data area = 0.874 km2 *percent double coverage = 99.854 **low-curvature dc area = 0.002 km2 1st-return RMSE, low-curvature areas = 0.566 95p = 1.220, 98p = 1.620, 99.5p = 1.962 BE RMSE = 1.988 95p = 3.885, 98p = 5.481, 99.5p = 8.522 1968941 unique returns and 0 duplicate returns 424156.094172 1306266.45 709251.25 1014.66 1 2 424170.50684 1305335.89 706252.45 1398.74 1 1 10765.900024 434936.406864 1303627.25 706255.41 1398.04 2 1 434951.815458 1306256.25 709251.71 1065.81 2 1 507.270163 435459.085621 1306097.87 709251.03 988.68 2 2 435474.607816 1303277.99 706252.97 1417.94 1 1 1160.788868 436635.396684 1303272.6 706254.14 1375.32 1 1 436648.537391 1304471.29 709251.87 835.7 2 1 980263 1st returns 988678 2nd returns 0 3rd returns 0 4th returns 128767 ground returns 0 blunders curvature versus slope n = 246000 X=0, Y = 34.64 +/- 25.05 Weighted least-squares fit: Y = 63.0 + 1.634 X + -0.01697 X**2 slope versus dZ, curvature < 5 n = 15286 Weighted least-squares fit: Y = 10.1 + 0.768 X + -0.00048 X**2 at X = 100, Y = 82.2 effective RMSE xy = 128.2 slope versus dZ, curvature < 15 n = 39625 Weighted least-squares fit: Y = 10.1 + 0.854 X + -0.00091 X**2 curvature versus dZ, slope < 10 n = 5032 X=0, Y = 12.58 +/- 7.27 Weighted least-squares fit: Y = 12.0 + 2.664 X + -0.05518 X**2 Number of samples 250389 Max dz = 900 Mean dz = 79 RMS dz = 120.42009799 100cm = 72.8809971684 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