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ENFORCE26805
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Last modified
8/24/2016 7:34:37 PM
Creation date
11/21/2007 11:25:52 AM
Metadata
Fields
Template:
DRMS Permit Index
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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Progress Report on Tatum House Subsidence issues Page 6 <br />Apri] 12, 1995 <br />Tatum House Model <br />The final step was to take these adjusted parameters and apply them to a Tatum <br />House Model. The differences in the models are related to the width of the <br />underground excavation, and the depth of mining. These modifications change the <br />situation of the width to depth ratio from subcritcal at the Allen Mine to <br />supercritical at the Tatum House. <br />Figure T-1 is the results of this model computation, Figure T-2 is the mine model <br />generated by the program, and Figure T-3 is the subsidence curve. Prediction point <br />#1 is located 100 feet in back of the mining face, prediction point #t 9 is located at a <br />point 400 ft in front of the mining face. There is significant subsidence projected at <br />point #9, the estimated location of the Tatum house. <br />
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