Application of FEFLOW to the description of karst conduit flow model
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摘要: 岩溶管道流模型的刻画一直是岩溶区开展地下水数值模拟研究中的难点所在,基于此,文章以贵州六枝特区某项目为例进行地下水数值模拟研究,探索了在FEFLOW离散特性功能模块下岩溶管道流模型的刻画方式与方法。在详细分析研究区地质及水文地质条件的基础上,对研究区范围、边界、含水层结构等概化,建立了研究区的水文地质概念模型;以ArcGIS软件为辅助,基于有限元法的FEFLOW软件为操作平台,利用区内钻孔资料及野外测算结果,通过软件公式编辑、插值等功能分别获得各层顶底板高程属性,将数据输入FEFLOW后,对模拟区平面三角剖分进而空间离散构建了研究区的三维地质模型;并利用FEFLOW软件的离散特性功能模块,将研究区灰场南部岩溶洼地与岩脚泉间划定为特定区域,建立缓冲区并给予其高特异性,耦合哈根-泊肃叶流体流动公式,在模型中刻画了岩溶管道流模型;最后探讨了特殊地质构造与岩溶管道模型的刻画方式与方法刻画出了符合案例区的三维向斜褶皱地质模型和岩溶管道流模型。Abstract: For a long time, it has been a challenge to describe the karst conduit flow in the research of groundwater numerical model at karst area. Giving these, this paper chose one item area in Liuzhi special district as an example to carry out the groundwater numerical simulation research, as well as to discuss the approach to depict karst conduit flow model by using FEFLOW software. The study area is situated in the typical karst mountains in Southwest China, and the groundwater mainly occurs in the form of karst conduit flow or karst fissure water in the area. Tectonically, this study area belongs to Rock Feet Syncline and rock stratum is relatively simple. According to field investigation there are some northeast beaded karst depressions in the south of the ash field selected by construction project; and the geophysical exploration has also confirmed the existence of hidden karst conduits. On the basis of a detailed analysis of geological and hydrogeological conditions and a careful examination of the scope, boundary, aquifer structure and etc. of the area, a hydrogeological conceptual model was established. Taking ArcGIS software as the assist and FEFLOW software based on the finite element method as the operation platform, by using borehole data and field measurement results, the elevation attributes of roof and floor in each layer have been acquired through formula editor and interpolation function of the software. After the data input to FEFLOW, a three-dimensional geological conceptual model of the synclines in the study area was established by carrying out the triangle subdivision to yield model area discretion. Through characteristic discrete function of FEFLOW, the karst depressions and rock feet spring in the south of ash field were defined as particular areas. By establishing a buffer zone with high specificity and coupling Hagen-Poiseuille flow equation, the karst conduit flow model was then depicted. The paper discussed the approaches to delineate special geological structure which was involved in the karst conduit flow model. The theory and method used in the study is a new attempt to solve relevant problems associated with establishing numerical model for the karstic aquifer, which may shed light on of the idea of conceptualization and modelling of geologically complex domains, especially the fractured-conduit flow in karst area.
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Key words:
- numerical simulation /
- FEFLOW /
- geological model /
- karst conduit
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[1] 周传辉,翁维安.流体阻力系数的计算方法[J].制冷与空调(四川) ,2004,15(3):35-36. [2] 邹成杰.岩溶管道水汇流理论研究[J].中国岩溶,1992,11(2):29-40. [3] 任钟魁,邓自民,周济祚.岩溶管道水汇流理论的研究与应用[J].人民珠江,1995,16(6):23-26. [4] 李文兴,王刚.岩溶管道水流的等效管束组合模拟[J].中国岩溶,1997,16(3):40-46. [5] 赖苗,赵坚.岩溶地下水渗流计算方法综述[J].水电能源科学,2002,20(4):44-47. [6] 赵坚,赖苗,沈振中.适于岩溶地区渗流场计算的改进折算渗透系数法和变渗透系数法[J].岩石力学与工程学报,2005,24(8):1341-1347. [7] 张钦祥,张士林.弧形管道水流速度分布研究[J].水力采煤与管道运输,2006,33(1):1-2. [8] 成建梅,陈崇希.广西北山岩溶管道-裂隙-孔隙地下水流数值模拟初探[J].水文地质工程地质,1998,42(4):52-56. [9] 陈崇希,万军伟,詹红兵,等.“渗流-管流耦合模型”的物理模拟及其数值模拟[J].水文地质工程地质,2004,48(1):1-8. [10] 陈崇希,胡立堂.渗流-管流耦合模型及其应用综述[J].水文地质工程地质,2008,52(3):70-75. [11] 肖斌,许模,曾科,等.基于Modflow的岩溶管道概化与模拟探讨[J].地下水,2014,31(1):53-55. [12] 李星宇,南天,王新娟,等.数值模拟方法在隐伏岩溶水源地保护区划分及污染治理中的应用[J].中国岩溶,2014,33(3):280-287. [13] 杨杨,唐建生,苏春田,等.岩溶区多重介质水流模型研究进展[J].中国岩溶,2014,33(4):419-424. [14] 陈伟清,王延岭.山东省泰安市城区-旧县岩溶水系统地下水资源潜力评价[J].中国岩溶,2014,33(1): 9-14. [15] 金晓文,曾斌,刘建国,等.地下水环境影响预测评价中数值模拟的关键问题探究[J].水电能源科学,2014,32(5):23-28.
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