地下水运动 meaning in Chinese
ground water movement
groundwater movement
subsoil water movement
travel of underground water
Examples
- Surface erosion , surface infiltration and movement of ground water are possible triggering mechanisms of failures in loose filled slopes
地表水冲蚀与渗入、地下水运动都可能引发松散斜坡破坏。 - Finally , this question for study is put forward . the basic equations of underground water movement and groundwater contamination are drawn in chapter 2
论文第二章先对封闭圩区共性进行概化，然后针对封闭圩区，推导出了其地下水运动方程和溶质迁移方程。 - It result in water level rising , hypo - salinification aggravating , sediment silting up , the lake atrophy , marsh extending and nature disaster such as droughu waterlog ^ salinification occurring frequently . completely analysis to geology and hydrology conditions of the district along yellow river in shandong has been applied in this paper and aquifer ' s hydrological characteristic and subsurface flow ' s characteristic have been analysed as keystone in the paper . after finding out the distribution rule and formation conditions of the shallow layer " s ground water resource , divide the district into three hydrological sections according to hydrological conditions and subsurface flow characteristic
本文对山东沿黄地带地质、水文地质条件进行了全面系统的分析，并重点分析了区内含水层的水文地质特征及地下水运动特征，进一步查明了浅层地下水资源的形成条件和分布规律，根据水文地质条件及地下水运动特征，划分出三个水文地质区，划分并论证了粘土裂隙含水层的形成及供水意义；确定了科学的水文、水文地质参数，为准确地计算浅层地下水资源奠定了可靠的基础；根据浅层地下水资源形成特点，建立了地下水均衡方程式，据此，计算了区内浅层地下水资源及浅层地下水可采资源。 - In view of geological and hydro - geological situations of the south anchor runyang yangtze river highway bridge , the paper bring forward mathematical model and calculation method of double deck structure groundwater , which can be used to lively calculate every layer ' s water table , so that we can realize every layer ' s settlement calculation and control ; establish the inter relationship between non - linear physical - mechanics parameter and hydro - geological parameter , objectively describe the non - linear change process of the porosity , hydraulic conductivity , specific storativity in the process of soil dewater and concretion
针对润扬长江公路大桥南锚场地地质、水文地质条件提出了双层结构地下水运动的数学模型和计算方法，该方法可以实时计算出各分层的地下水位，实现了各分层沉降计算与控制研究；建立了土层非线性物理力学参数与水文地质参数之间的内在联系，客观地描述土层降水? ?固结过程中孔隙度、渗透系数和贮水率等参数非线性变化过程。 - On the foundation of reference researches , through analyzing the condition of rainfall and hydrogeology of tian - tang river in the suburb of south - east of beijing , the mathematical models of the shallow ground water movement were founded . according to the experiment result of pump water and other reference data , the parameter of hydrogeology and ground water were established . on the foundation of present and future trend of using water on industry , agriculture and living , the solution of mathematical models were calculated by the method of finite element
在前人研究的基础上，本文通过对北京市东南郊天堂河流域降雨、水文地质条件的分析，建立浅层地下水运动数学模型，根据抽水试验结果并参考有关资料确定水文地质和地下水补给的有关参数，根据工业、农业、生活现状用水情况及未来的发展趋势，采用有限元的方法对地下水运动数学模型进行求解。