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Progress Report on Tatum House Subsidence issues Page 20 <br />Apri] 12, 1995 <br />FIGURE AM-1 ALLEN MINE <br />SURFACE DEFORMATION PREDICTION SYSTEM (SDPS) <br />WOODWARD-CLYDE PARAMETERS <br />TRANSVERSE DEFORMATION, ROOM AND PILLAR, PROFILE FUNCTION METHOD <br />WEST-EAST ORIENTATION. SEE ALSO FIGURE AM-6 <br />FIGURE AM-2 ALLEN MINE <br />SURFACE DEFORMATION PREDICTION SYSTEM (SDPS) <br />WOODWARD-CLYDE PARAMETERS <br />TRANSVERSE DEFORMATION, LONGWALL, PROFILE FUNCTION METHOD <br />WEST-EAST ORIENTATION. <br />FIGURE AM-3 ALLEN MINE <br />SURFACE DEFORMATION <br />PREDICTION SYSTEM (SDPS) <br />WOODWARD-CLYDE PARAMETERS <br />TRANSVERSE DEFORMATION, <br />INFLUENCE FUNCTION METHOD <br />PREDICTION POINTS ON A 25 FOOT <br />SPACING. <br />WEST-EAST ORIENTATION. SEE <br />ALSO FIGURES AM-4 AND AM-5. <br />FIGURE AM-6 ALLEN MINE <br />SURFACE DEFORMATION <br />PREDICTION SYSTEM (SDPS) <br />WOODWARD-CLYDE PARAMETERS <br />SAME PARAMETERS AS AM-1 <br />LONGITUDINAL DEFORMATION, <br />1NFLUENCE FUNCTION METHOD <br />PREDICTION POINTS ON A 100 FOOT <br />SPACING. <br />SOUTH-NORTH ORIENTATION. SEE <br />ALSO FIGURE AM-8 <br />