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JTM TRTUM 8 RSSOCIRTES TEL=~-995-7191 Rpr 13.~ 3=10 N0 .002 P..OS <br />~RiT11T 7-NEER ENB INEERINO TO 17119907193 P.00 <br />Progress Report on Tatum House $ub4idence issues Page 4 <br />Apri112,1l19b ' <br />The war]usion that the over burden appeared to subside in a relatively coherent <br />rockmeas is oonsistoat with ~ observations is the area, indudigg the effects of <br />mining on Rancho Escondido and at Morley. Oolorado south of Trinidad. Thin would <br />toad to contradict the conclusion that the intlnenoe of the aline would be drastic ea <br />stated by OEMs or drastie sad dish~pp~tiive es stated by the State of Colorado, <br />Department of Natural Resources, Divldon of MiaeraLr and Oeology6 .. Attwooll <br />Bads that the hove damage id oonaisteat with subsidence lhilnrest . <br />~A <br />The raw data for this study ie available is the Deaver O~ioe of the US Bureau of <br />Mines in $ poorly orgaaized.8le. . <br />fiDPB (6arllace DeLormatioa Predlollon $ysbem t.0) <br />A compater program has been developed by the Department of Mining and Minerals <br />Engineering, Virginia Polytechnic Institate and State University. This progi~am is <br />used by the O8M in developing their subsidence models. The USBM has recently <br />eognired this program for teetin8. ~ . <br />I talked tq Dean Michael ISarnis, the FIead of the Department at VPI & $U, end one <br />of the developers of the prograim. The eoaversadon centered around where the <br />pra~ram had been used, how reliable it had been is duplicatillg case studies, sad <br />whether it had been used in waters applications. He noted that they had had a <br />good experience with the application, and that it had heart used in the west. <br />He told me that empirical data could be inputted into the model, however it did not <br />take into oonaideration the e~eete of water in the mine, and he world tend W <br />intaease the eztraction to 90 96, in a room end pillar minim situation, to take this <br />into account. i3e also advised me sot to confuse the "angle of draw" which tends to <br />mardmize at 27°, and the "angle of influence° which can be much larger, 36° more or <br />lees when measured the same way. He also gave me the name of the noftware <br />distributor that handlea.the program. Subeequent>,y I obtained a copy of the <br />program $rom Carlson Software. <br />The program has eeverel diil'ereat methods that it uses to Predict surface <br />detirrmatioa. A Pmiile ]?5tnctioa Method which utilizes data generated by many <br />observations in the Eastern United States together with some site epeci$c <br />parameters. It generates a subsidence curve that is along as azis that. is orthogonal <br />to an infinitely long underground excavation. Aa Influence Fund~on 3aethod is an <br />alteraetive. This method can calculate snbsidence curves using default data <br />developed by oxperience in$astern Coalfields, or can allow the input of empirical <br />data based on site epecdlic information. It will oalaulate subsidence in Dither <br />transverse (orthogonal) or longitudinal directions. <br />The OSM analysis did not use the right model, the Tatum HousQ ie situated <br />longitudinally with respect to the underYround mining tit First North in the Golden <br />Eagle mine. <br />