================================================== ps2959 d:\northps\block456-14jan08\ps2959.txt 16 Jan 08 06:18:26 Wednesday elapsed time 00:10:31 Rectangular area = 0.875 km2 Data area = 0.874 km2 *percent double coverage = 97.257 **low-curvature dc area = 0.049 km2 1st-return RMSE, low-curvature areas = 1.042 95p = 1.983, 98p = 2.276, 99.5p = 2.623 BE RMSE = 2.257 95p = 3.943, 98p = 5.925, 99.5p = 11.067 1764429 unique returns and 0 duplicate returns 261675.217492 1510261.2 601250.54 3150.79 2 1 261690.148911 1507271.62 600074.78 4478.45 2 1 393.645587 262083.794498 1507270.35 598257.44 4133.36 2 1 262102.219092 1510269.97 601248.32 3168.64 1 1 1147.98162 263250.200712 1510269.78 601237.04 3117.6 1 1 263268.126461 1507271.36 598254.91 4150.0 1 1 402.865109 263670.99157 1509098.08 598253.22 4486.98 1 2 263677.924439 1510269.89 599252.0 3848.63 2 1 878880 1st returns 885549 2nd returns 0 3rd returns 0 4th returns 379898 ground returns 0 blunders curvature versus slope n = 410123 X=0, Y = 50.24 +/- 20.79 Weighted least-squares fit: Y = 58.4 + 2.150 X + -0.02418 X**2 slope versus dZ, curvature < 5 n = 186544 Weighted least-squares fit: Y = 9.5 + 0.751 X + -0.00240 X**2 at X = 100, Y = 60.6 effective RMSE xy = 94.1 slope versus dZ, curvature < 15 n = 310757 Weighted least-squares fit: Y = 9.9 + 0.764 X + -0.00202 X**2 curvature versus dZ, slope < 10 n = 5587 X=0, Y = 16.50 +/- 9.67 Weighted least-squares fit: Y = 16.2 + 1.434 X + 0.01749 X**2 Number of samples 413052 Max dz = 900 Mean dz = 42 RMS dz = 62.0805927807 100cm = 95.0468706119 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