ENFORCE26805

• Permit No: C1981013
• IBM Index Class Name: Enforcement
• Doc Date: 2/1/2001
• Doc Name: REPORT CONCERNING AN INVESTIGATION INTO CONTINUED DAMAGE TO THE HOUSE & WATER SUPPLY PIPELINE AT THE
• Violation No.: CV2000009
• Media Type: D
• Archive: No

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Surface Deformation Prediction System 4.Op 04-12-1995
Influence Function Method 08:22:24
Project File: E:\AMADJ.PRJ
Units: Imperial
Parameters: TenB = 1.3 Bs = .35
Def.Index Id: AMADJ
Deformation files: ".SDP"
Case Description
Allen mine, adjusted angle of influence, no edge effect.
INPUT DATA: DIMENSIONS OF RECTANGULAR MINE PLAN PARCEL(S) USED
Parcel Adjust West East South North Subs. Curve
Num Option Border Border Border Border Factor Mode
1 Orig -225.0 225.0 -1030.0 1030.0 62.00 ****
1 Manual -225.0 225.0 -1030.0 1030.0 70.00 Cons
Subsidence [f t] and Slopes [%]
PT# SU Tx Ty Te Tm AngTm
1 -2.552 999. 000 999. 000 999 .000 999. 000 999.0
2 -2.035 999. 000 999. 000 999. 000 999. 000 999.0
3 -1.411 999. 000 999. 000 999. 000 999. 000 999.0
4 -0.624 999. 000 999. 000 999. 000 999. 000 999.0
5 -0.397 999. 000 999. 000 999. 000 999. 000 999.0
6 -0.155 999. 000 999. 000 999. 000 999. 000 999.0
7 -0.044 999. 000 999 .000 999 .000 999. 000 999.0
8 -0.012 999. 000 999 .000 999 .000 999. 000 999.0
9 -0.002 999. 000 999 .000 999 .000 999. 000 999.0
10 -0.000 999. 000 999. 000 999. 000 999. 000 999.0
11 -0.000 999. 000 999. 000 999. 000 999. 000 999.0
12 -0.000 999. 000 999. 000 999. 000 999. 000 999.0
Horizontal Strains [1/1000]
PT# Ex Ey Ea E1 E2 Em
1 -7.227 -3.345 999. 000 -3.345 -7.227 -7.227 0. 0
2 -5.764 -1.980 999. 000 -1.980 -5.764 -5.764 0. 0
3 -3.994 0.704 999 .000 0.704 -3.994 -3.994 0 .0
4 -2.334 2.900 999 .000 2.900 -2.334 2.900 90 .0
5 -1.123 3.321 999 .000 3.321 -1.123 3.321 90 .0
6 -0.438 2.357 999 .000 2.357 -0.438 2.357 90 .0
7 -0.123 1.169 999 .000 1.169 -0.123 1.169 90 .0
8 -0.033 0.423 999 .000 0.423 -0.033 0.423 90 .0
9 -0.007 0.114 999 .000 0.114 -0.007 0.114 999. 0
10 -0.001 0.023 999. 000 0.023 -0.001 0.023 999. 0
FIGURE AM-7 ALLEN MINE
SURFACE DEFORMATION PREDICTION SYSTEM (SDPS)
WOODWARD-CLYDE PARAMETERS
ADJUSTED PARAMETERS TO FIT ACTUAL CONDITIONS
LONGITUDINAL DEFORMATION, INFLUENCE FUNCTION METHOD
PREDICTION POINTS ON A 700 FOOT SPACING.
SOUTH-NORTH ORIENTATION. SEE ALSO FIGURES AM-8 AND AM-9
AngEm