{"title":"Height Detection and Analysis of Water Flowing Fractured Zone of Coal Face","authors":"Ziyang Feng","doi":"10.4236/cweee.2021.104010","DOIUrl":null,"url":null,"abstract":"Taking 91105 working face as the research object, the observation method \nof water flowing fractured zone \nand the layout of mining holes were determined by analyzing the field \ngeological structure. It was shown that the fractured zone height and the ratio given by the \nmeasured method were 52.33 and 12.46, respectively. By the numerical simulation \nmethod with the software of UDEC, the fractured zone height and the ratio were \n42.5 and 10.12. By comparison of measured height data and UDEC numerical \nsimulation, there were some differences between the measured height and the \ncalculated results of UDEC numerical simulation method. The method of \nsimulation can be used as the technical basis for the design of waterproof coal \npillar in the future.","PeriodicalId":142066,"journal":{"name":"Computational Water, Energy, and Environmental Engineering","volume":"25 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2021-08-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computational Water, Energy, and Environmental Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.4236/cweee.2021.104010","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
Taking 91105 working face as the research object, the observation method
of water flowing fractured zone
and the layout of mining holes were determined by analyzing the field
geological structure. It was shown that the fractured zone height and the ratio given by the
measured method were 52.33 and 12.46, respectively. By the numerical simulation
method with the software of UDEC, the fractured zone height and the ratio were
42.5 and 10.12. By comparison of measured height data and UDEC numerical
simulation, there were some differences between the measured height and the
calculated results of UDEC numerical simulation method. The method of
simulation can be used as the technical basis for the design of waterproof coal
pillar in the future.