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煤与瓦斯突出数学地质模型研究 被引量:5
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作者 张许良 彭苏萍 +1 位作者 张子戌 袁崇孚 《煤田地质与勘探》 CAS CSCD 北大核心 2004年第1期14-17,共4页
在焦作中马村矿应用研究结果表明 :由于煤与瓦斯突出的分区分带主要受地质条件控制 ,运用数量化理论Ⅱ ,可以借助已知瓦斯突出类型的若干地质变量 ,建立该矿井煤与瓦斯突出的数学地质模型 ,并预测未知区的瓦斯突出 。
关键词 煤与瓦斯突出 数学地质模型 数量化理论 地质变量 矿山安全
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天然气储量计算的数学地质模型法 被引量:3
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作者 王江 王玉英 王恒林 《油气井测试》 EI 2004年第2期7-9,共3页
对目前采用的容积法、压力降落法、排驱比容法等天然气储量计算方法进行了对比、分析 ,阐明了各种方法的应用条件及局限性。建立了采用气田、凝析气田、油气田的数学地质模型计算天然气藏储量的新方法。该方法全面考虑了影响气藏储量评... 对目前采用的容积法、压力降落法、排驱比容法等天然气储量计算方法进行了对比、分析 ,阐明了各种方法的应用条件及局限性。建立了采用气田、凝析气田、油气田的数学地质模型计算天然气藏储量的新方法。该方法全面考虑了影响气藏储量评价及动用程度的各项参数 ,解释科学、合理计算气藏不同开发时测的各个储层的动用储量及整个气藏的真实地质储量。 展开更多
关键词 天然气 储量 数学地质模型 计算方法 压力降落法 容积法
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基于积分数学-地质模型定量评价伸展断层侧向封闭性 被引量:8
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作者 吕延防 胡欣蕾 +5 位作者 金凤鸣 肖敦清 罗佳智 蒲秀刚 姜文亚 董雄英 《石油勘探与开发》 SCIE EI CAS CSCD 北大核心 2021年第3期488-497,共10页
基于断-储排替压力差评价伸展断层侧向封闭机理,考虑成岩时间对断层岩成岩压力及成岩程度的作用效果,建立成岩时间对成岩压力的积分数学-地质模型,定量计算伸展断层的侧向封闭能力。通过对断层岩和围岩地层承受垂向应力及水平地应力的... 基于断-储排替压力差评价伸展断层侧向封闭机理,考虑成岩时间对断层岩成岩压力及成岩程度的作用效果,建立成岩时间对成岩压力的积分数学-地质模型,定量计算伸展断层的侧向封闭能力。通过对断层岩和围岩地层承受垂向应力及水平地应力的时间积分计算,确定具有与断点断层岩相同泥质含量和成岩程度的围岩的埋深,结合研究区所建立的岩石泥质含量、埋藏深度和排替压力的相关关系,定量计算出断点断层岩的排替压力;用目的盘储集层排替压力与之比较,定量评价伸展断层的侧向封闭性及封闭能力大小。通过渤海湾盆地南堡凹陷1号构造区内断层油气藏实际资料的验证,以及与未考虑或简单考虑成岩时间的断-储排替压力差法断层侧向封闭性评价结果进行对比,显示积分数学-地质模型计算得到的结果与地下实际情况最为接近,预测烃柱高度与实际烃柱高度误差仅0~8 m,可行性最高。 展开更多
关键词 伸展断层侧向封闭性 积分数学-地质模型 成岩时间 成岩压力 排替压力 南堡凹陷
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矿井地质构造定量评价信息系统的开发及应用 被引量:23
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作者 曹代勇 周云霞 魏迎春 《煤炭学报》 EI CAS CSCD 北大核心 2002年第4期379-382,共4页
选择合适的参数、方法和数学地质模型对地质构造进行定性、定量分析和综合评价 ,利用VisualBasic 6 0、ADO技术、Access97以及Surfer等开发了矿井地质构造定量评价信息系统 .该系统具有矢量化数据输入、数据管理和处理、统计分析、空... 选择合适的参数、方法和数学地质模型对地质构造进行定性、定量分析和综合评价 ,利用VisualBasic 6 0、ADO技术、Access97以及Surfer等开发了矿井地质构造定量评价信息系统 .该系统具有矢量化数据输入、数据管理和处理、统计分析、空间分析、综合评价以及可视化计算等功能 。 展开更多
关键词 矿井 地质构造 地质信息系统 矢量化输入 定量评价 数学地质模型 空间分析
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东胜煤田部分井田勘探网度的合理性研究——使用数理统计方法
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作者 李俊平 崔春兰 《能源与节能》 2016年第1期141-142,187,共3页
由于地质条件的多变性,矿山开发对地质工作程度的需求之间存在着一定差异等原因,不得不投入一定量的补勘工作,以满足生产需求。对以往矿山勘探网度进行合理性研究,以指导同类性矿山的勘探开发,使经济效益达到最大化。
关键词 建立数学地质模型 指导 类似矿山 地质勘查
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Research on 3D Distribution of Meandering River Sand Body Using Sedimentary Facies Method and 3D Geological Modeling 被引量:8
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作者 WU Jian CAO Dai-yong 《Journal of China University of Mining and Technology》 EI 2006年第3期349-352,共4页
Sedimentary facies study is an important method in describing the property and distribution of reservoir. 3D geological modeling is a powerful tool in 3D characterization of geological bodies. By combining the sedimen... Sedimentary facies study is an important method in describing the property and distribution of reservoir. 3D geological modeling is a powerful tool in 3D characterization of geological bodies. By combining the sedimentary facies study with 3D geological modeling to generate 3D sedimentary facies model, the 3D geometry and distribution feature of sand bodies can be more accurately characterized, particularly in 3D view. In Liuchu oilfield of Jizhong depression, the Ed2IV formation was recognized as meandering river deposition facies and five sedimentary facies were identified, which include point bar sand, levee, channel margin, abandoned channel and floodplain. All the 24 sand body facies in Ed2IV were mapped and the 3D sedimentary facies model established based on 2D facies maps. The result shows that the 3D sedimentary facies model is well matched for the research result of sedimentary facies. Being an extension of traditional sedimentary study, the 3D sedimentary facies model can be used to describe the 3D geometry and distribution orders of a single sand body more reliably and more accurately. 展开更多
关键词 sedimentary facies meandering river 3D model geostatistic simulation
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The evaluation of mine geology disasters based on fuzzy mathematics and grey theory 被引量:2
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作者 吕大炜 吴立荣 李增学 《Journal of Coal Science & Engineering(China)》 2007年第4期480-483,共4页
Mine geology disasters include mine water, mine solid waste, apron and slide, ground collapse sink and underground fracture, etc.. The subject was studied in many ways, and fuzzy mathematics was usually used. It may a... Mine geology disasters include mine water, mine solid waste, apron and slide, ground collapse sink and underground fracture, etc.. The subject was studied in many ways, and fuzzy mathematics was usually used. It may assure the result and distinguish the dangerous rank of different areas. But it has two defects: The first is the result is not very exact, especially the border; The second is it is short of quantity. Fuzzy mathematics and grey theory were used in order to solve the problem. Firstly, mathematical model was constructed by using grey theory, so as to evaluate and forecast the dangerous rank of mining geology disaster in different areas. Then different areas were analyzed and divided by fuzzy mathematics. By doing these, similitude rules are not only studied but also differences are discriminated. Through the practice it can be known that the result is more accurate than before. 展开更多
关键词 mine geology disaster fuzzy mathematics grey theory MATLAB WEIGHT
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Study on “triangle” water-inrush mode of strong water-guide collapse column 被引量:3
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作者 LI Zhen-hua FENG Guo-rui ZHAI Chang-zhi 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第9期2402-2409,共8页
The water-inrush mechanism of strong water-guide collapse column in coal seam is studied based on the establishment of geological and mathematical models of "triangle" water-inrush mode. The geological backg... The water-inrush mechanism of strong water-guide collapse column in coal seam is studied based on the establishment of geological and mathematical models of "triangle" water-inrush mode. The geological background of Shuangliu mine is considered a prototype, similar simulation tests are adopted to analyze the water-inrush rules under this model, and the formation of water-guide channel and water-inrush process is investigated by examining the changes in rock resistivity. This work also uses the coupled cloud image derived from numerical simulation software to verify the results of simulation test. Results show that the numerical simulation of "triangle" water-inrush mode is consistent with the similar simulation. The "triangle" seepage area, which is located at the bottom of collapse columns and is connected to aquifer, is caused by the altered seepage direction and strengthened seepage actions after the overlapping of hydraulic transverse seepage in collapse column and hydraulic vertical seepage flow in aquifer. Under "triangle"water-inrush model, water-guide channel is formed by the communication between plastic failure zone of working face baseplate and"triangular" seepage area. Accordingly, the threatening water-inrush distance between working face and collapse column increases by 20 m compared with that of theoretical calculation. 展开更多
关键词 strong water-guide collapse column "triangle" water-inrush mode similar simulation numerical simulation SEEPAGE
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Methodology of High Accuracy and Resolution 3D Geological Model Generation and Application
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作者 吴键 曹代勇 +3 位作者 邓爱居 李东津 蒋涛 翟光华 《Journal of China University of Mining and Technology》 2004年第1期47-50,共4页
By generating a high accuracy and high resolution geological model in Liuchu oil field, the technique of geological modeling is expanded and involved in primary geological study, making the sand bodies and reservoir b... By generating a high accuracy and high resolution geological model in Liuchu oil field, the technique of geological modeling is expanded and involved in primary geological study, making the sand bodies and reservoir be easily described in detail. The 3D visualization and 3D interactive editing of geological structure model are the key for modeling procedure. And a high accuracy and resolution geological model has been well applied in optimizing the production scheme. 展开更多
关键词 high accuracy and resolution 3D visualization interactive editing production scheme
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Study of Water Injection Efficiency through Modern Geological-Mathematical Models in Guneshly Field
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作者 Elvin Ahmadov 《Journal of Environmental Science and Engineering(B)》 2013年第10期574-577,共4页
Guneshli is a unique oil field for.its huge oil reserves. Fasila layer is one of the main productive series with more than 3,300 tons of oil production per year. It is an important task to continue efficently develop ... Guneshli is a unique oil field for.its huge oil reserves. Fasila layer is one of the main productive series with more than 3,300 tons of oil production per year. It is an important task to continue efficently develop this object. Development of Fasila was analysed based on geological-mathematical models, production performance was predicted through use of advanced "evolution" modeling program. In addition, the impact of water injection from deep water Guneshly was identified and relavant proposals were put forward. 展开更多
关键词 Productive series COLLECTOR hompers-meychem curves trend method evolution modeling.
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APPLICATIONS OF SURFACE SPLINE FUNCTIONS TO STRUCTURAL ANALYSIS IN COAL GEOLOGY
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作者 韩金炎 余志伟 《Journal of China University of Mining and Technology》 1996年第1期9-14,共6页
A surface spline function is used to fit a coal seam surface in structural anal ysis in coal geology. From the surface spline function, the first and second partial derivatives can also be derived and used to structur... A surface spline function is used to fit a coal seam surface in structural anal ysis in coal geology. From the surface spline function, the first and second partial derivatives can also be derived and used to structural analysis, especially for recogni tion of the concealed structures. The detection of structures related to faulting is em phasized. 展开更多
关键词 surface spline function structural analysis recognition of concealed structures
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Pre-processing and post-processing method for geostress simulation using seismic interpretation results 被引量:1
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作者 ZHANG Li-hong 《Mining Science and Technology》 EI CAS 2009年第3期369-372,共4页
In order to carry out numerical simulation using geologic structural data obtained from Landmark(seismic interpretation system), underground geological structures are abstracted into mechanical models which can reflec... In order to carry out numerical simulation using geologic structural data obtained from Landmark(seismic interpretation system), underground geological structures are abstracted into mechanical models which can reflect actual situations and facilitate their computation and analyses.Given the importance of model building, further processing methods about traditional seismic interpretation results from Landmark should be studied and the processed result can then be directly used in numerical simulation computations.Through this data conversion procedure, Landmark and FLAC(the international general stress software) are seamlessly connected.Thus, the format conversion between the two systems and the pre-and post-processing in simulation computation is realized.A practical application indicates that this method has many advantages such as simple operation, high accuracy of the element subdivision and high speed, which may definitely satisfy the actual needs of floor grid cutting. 展开更多
关键词 seismic interpretation numerical simulation PRE-PROCESSING POST-PROCESSING COUPLING
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马依西一井3#煤层瓦斯含量预测 被引量:3
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作者 张枚润 杨胜强 +2 位作者 周中立 蒲荣飞 王大强 《煤矿安全》 CAS 北大核心 2013年第1期127-129,共3页
煤层瓦斯含量预测资料,作为矿井通风系统设计、防突设计及瓦斯防治措施的依据,预测的准确度将直接影响矿井通风设备、巷道断面、瓦斯抽采设备等参数的合理确定。马依西一井为新建矿井,而3#煤层为首采煤层,关于该煤层的瓦斯含量资料相当... 煤层瓦斯含量预测资料,作为矿井通风系统设计、防突设计及瓦斯防治措施的依据,预测的准确度将直接影响矿井通风设备、巷道断面、瓦斯抽采设备等参数的合理确定。马依西一井为新建矿井,而3#煤层为首采煤层,关于该煤层的瓦斯含量资料相当匮乏,因此引入数量化理论对瓦斯含量与各地质因素关系进行研究。用数学地质模型预测的结果与实测值相比较,误差较小,证明了该方法的有效性。 展开更多
关键词 瓦斯含量 数学地质模型 效果检验
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Evaluating the safety of high arch dams with fractures based on numerical simulation and geomechanical model testing 被引量:3
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作者 HE Zhu LIU YaoRu +1 位作者 PAN YuanWei YANG Qiang 《Science China(Technological Sciences)》 SCIE EI CAS CSCD 2015年第10期1648-1659,共12页
It is important to estimate the probability of fracture extension and its impact on the safety of arch dams with fractures. Numerical simulation and geomechanical model test were combined to evaluate the overall stabi... It is important to estimate the probability of fracture extension and its impact on the safety of arch dams with fractures. Numerical simulation and geomechanical model test were combined to evaluate the overall stability and the extension probability of fractures. Numerical simulation forecasted the dam displacement and the operating behavior based on the parameters obtained from the back analysis. Geomechanical model test was based on small block masonry and the models with or without fractures were both tested. The results show that the deformation of dams is in line with general rules at a normal water load and the extension probability of the existing fractures is very small, which has no significant impact on the global stability of dams. Moreover, the failure process of arch dams with the existing fractures in dams at overload scenarios is similar to the one without the embedded fractures, i.e., the failure crack which is not caused by the existing fractures inside comes into being on the surface of dams itself. 展开更多
关键词 numerical simulation geomechanical model test safety evaluation arch dams FRACTURES
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