检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
机构地区:[1]南京大学水科学系,南京210093
出 处:《水文地质工程地质》2008年第6期1-5,共5页Hydrogeology & Engineering Geology
摘 要:文章利用GMS中的FEMWATER模块,根据研究区的工程地质与水文地质条件,建立了三维有限元数值模型。用FEMWATER在稳定流情况下对该模型进行了多种工况计算,分析了排水廊道对研究区三维渗流场的影响与各种工况下的渗流场状况,并计算了相应的排水廊道排水量。计算结果显示,FEMWATER对复杂水文地质条件下的三维有限元模型建立非常有效,计算的排水系统排水量远小于设计排水量,可以将排水廊道的设计尺寸适当调小。In this paper, a 3-D finite element model is built according to the hydrogeological and engineering geological conditions of the study area, using FEMWATER module of GMS (Groundwater Modeling System). The FEMWATER module is used to compute the model in a steady state. The paper analyzes the impact of the drainage gallery on the seepage flow field and the state of the seepage flow field under different working conditions and the discharge from the gallery is also calculated. Conclusion can be drawn that the FEMWATER is effective for building models under complex hydrogeological conditions. The calculated result of the maximal drainage is much less than that of the designed discharge. As a result, the size of drainage gallery can be reduced aptly for the study area.
关 键 词:三维渗流场 FEMWATER 数值模拟 排水廊道 地下洞室
分 类 号:P641.2[天文地球—地质矿产勘探]
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.28