L. A. Nazarov, N. A. Golikov, A. A. Skulkin, L. A. Nazarova
{"title":"Experimental Determination of Poroperm Properties of Fractured Porous Geomaterials within the Framework of Dual-Permeability Model","authors":"L. A. Nazarov, N. A. Golikov, A. A. Skulkin, L. A. Nazarova","doi":"10.1134/s1062739123040026","DOIUrl":null,"url":null,"abstract":"<h3 data-test=\"abstract-sub-heading\">Abstract</h3><p>The experimental procedure is developed and tested on a laboratory scale and using layered samples of manmade geomaterials. Within the dual-permeability model, the procedure enables determining parameters that govern fluid flow and poroelastic deformation in fractured porous rock masses, namely, fracture permeability <span>\\(k_1\\)</span> and mass transfer coefficient <span>\\(\\beta\\)</span>, as well as their dependence on stresses <span>\\(\\sigma\\)</span>. The testing procedure is proposed and implemented. In the procedure, under the stepwise increasing normal stress <span>\\(\\sigma\\)</span>, the stationary flow rates <span>\\(Q_1(\\sigma)\\)</span> and <span>\\(Q_2(\\sigma)\\)</span> are measured in a quasiregular fractured porous sample at the preset pressure difference: using a standard setup (<span>\\(Q_1\\)</span>) and in closed end-face fractures (<span>\\(Q_2\\)</span>). The mathematical model of the experiment is constructed, and the analytical solution of the problem on stationary flow is obtained: pressure patterns in fractures, and stress-dependence of flow rates. The experimental data interpretation algorithm enables calculating <span>\\(k_1\\)</span> and <span>\\(\\beta\\)</span> by the recorded flow rates <span>\\(Q_1\\)</span> and <span>\\(Q_2\\)</span>. It is shown that the permeability <span>\\(k_1\\)</span> is proportional to <span>\\(\\sigma^{-2}\\)</span>, and <span>\\(\\beta\\)</span> remains almost unchanged.</p>","PeriodicalId":16358,"journal":{"name":"Journal of Mining Science","volume":"16 4","pages":""},"PeriodicalIF":0.7000,"publicationDate":"2023-11-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Mining Science","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1134/s1062739123040026","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"MINING & MINERAL PROCESSING","Score":null,"Total":0}
引用次数: 0
Abstract
The experimental procedure is developed and tested on a laboratory scale and using layered samples of manmade geomaterials. Within the dual-permeability model, the procedure enables determining parameters that govern fluid flow and poroelastic deformation in fractured porous rock masses, namely, fracture permeability \(k_1\) and mass transfer coefficient \(\beta\), as well as their dependence on stresses \(\sigma\). The testing procedure is proposed and implemented. In the procedure, under the stepwise increasing normal stress \(\sigma\), the stationary flow rates \(Q_1(\sigma)\) and \(Q_2(\sigma)\) are measured in a quasiregular fractured porous sample at the preset pressure difference: using a standard setup (\(Q_1\)) and in closed end-face fractures (\(Q_2\)). The mathematical model of the experiment is constructed, and the analytical solution of the problem on stationary flow is obtained: pressure patterns in fractures, and stress-dependence of flow rates. The experimental data interpretation algorithm enables calculating \(k_1\) and \(\beta\) by the recorded flow rates \(Q_1\) and \(Q_2\). It is shown that the permeability \(k_1\) is proportional to \(\sigma^{-2}\), and \(\beta\) remains almost unchanged.
期刊介绍:
The Journal reflects the current trends of development in fundamental and applied mining sciences. It publishes original articles on geomechanics and geoinformation science, investigation of relationships between global geodynamic processes and man-induced disasters, physical and mathematical modeling of rheological and wave processes in multiphase structural geological media, rock failure, analysis and synthesis of mechanisms, automatic machines, and robots, science of mining machines, creation of resource-saving and ecologically safe technologies of mineral mining, mine aerology and mine thermal physics, coal seam degassing, mechanisms for origination of spontaneous fires and methods for their extinction, mineral dressing, and bowel exploitation.