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Table 12 Predicted Transverse Subsidence Profile <br />• for Panels No.S and No.6 <br />• <br />Panel 5 Maximum Subsidence inches 53 <br />Panel 6 Maximum Subsidence (inches) 67 <br />Distance (d) <br />from Panel <br />Centerline <br />depth (h) <br />d/h Subsidence <br />as a % <br />of Maximum <br />Subsidence <br />s/S Distance (d) <br />from <br />Panel <br />Centerline <br />(h) Panel No.6 <br />Transverse <br />Profile <br />Subsidence <br />(in) Distance (d) <br />from <br />Panel <br />Centerline <br />ft) Panel No.S <br />Transverse <br />Profile <br />Subsidence <br />(in) <br /> <br />-1.12 0 -1120 0.00 -t 000 0.00 <br />-0.65 5 -650 3.35 -900 0.00 <br />-0.54 10 -540 6.70 -800 0.00 <br />-0.44 20 -440 13.40 -700 1.10 <br />-0.38 30 -380 20.10 -600 1.15 <br />-0.34 40 -340 26.80 -500 2.01 <br />-0.30 50 -300 33.50 -400 6.01 <br />-0.26 60 -260 40.20 -300 12.03 <br />-0.22 70 -220 46.90 -200 25.58 <br />-O.tB 80 -180 53.60 -100 44.85 <br />-0.12 90 -120 60.30 0 53.00 <br />-0.09 95 -90 63.65 100 44.85 <br />0.00 100 0 67.00 200 21.87 <br />0.09 95 90 63.65 300 12.91 <br />0.12 90 120 60.30 400 8.19 <br />0.18 80 160 53.60 500 4.52 <br />0.22 70 220 46.90 600 2.15 <br />0.26 60 260 40.20 700 0.68 <br />0.30 50 300 33.50 800 0.00 <br />0.34 40 340 26.80 900 0.00 <br />0.38 30 380 20.10 1000 0.00 <br />0.44 20 440 13.40 <br />0.54 10 540 6.70 <br />0.65 5 650 3.35 <br />1.12 0 1120 0.00 <br />~J <br />