Dissolved and emitted methane in the Poyang Lake

Science China Technological Sciences - Lake waters often act as important methane sources for global greenhouse gas emission, but it would be more complex as lakes are regulated by rivers. In this...     

Research on stability of the accumulated rock-soil body of reservoir bank under rainfall condition

The shear strength parameters property of rock-soil aggregates in embankment slope of reservoir, that is, the relationship between cohesion and gravel content, between friction angle and gravel content, and the relationship between cohesion and water content, between friction angle and water content, is studied based on the direct shear test results, the shear strength change law of the rock-soil aggregates is given, and the unsaturated shear strength formulation of rock-soil aggregates that could consider suction and saturation degree influence is put forward in this paper, through which the sliding or failure physical mechanism of this type of slope under the condition of rainfall infiltration is studied. Also the 3D unsteady saturated-unsaturated seepage field and its FEM resolving mode are established based on the analysis of the slope rainfall infiltration process. Case study with this method indicates that the minimum safety factor of the accumulated rock-soil aggregates dose not arrive at the moment of rainfall cessation, but appears several hours after the rainfall cessation, this phenomenon is in accordance with the practical slope engineering’s failure process and could explain appropriately the slope failure caused by rainfall infiltration. Research results in this paper have an important reference value for the research on stability of the accumulated rock-soil aggregates in embankment slope of reservoir, and can enrich the stability analysis method and relevant theory of reservoir embankment slope. Supported by the National Natural Science Foundation of China (Grant Nos. 50539010, 50539110, 50809025, 50539030-1-3), National Science and Technology Support Plan of China (Grant Nos. 2006BAC14B03, 2008BAB29B06, 2008BAB29B03), Opening Fund of Geotechnical Mechanic and Engineering Key Laboratory of the Ministry of Water Recourses of China (Grant No. G07-03), Science and Technology Support Project of China Hydropower Engineering Consulting Group Co. (Grant No. CHC-KJ-2007-02), Special Scientific Research Fund of Doctor Subjects of Colleges and Universities: Research on Diagnosis Method of Concrete Dam Crack Transferring     

基于应变能的双方向结构渐进优化方法

渐进结构优化法已发展成为工程设计中的一种重要方法,但由于其误删除单元的不可恢复性限制了它的广泛应用。文中基于在优化结构边界和孔洞周围附加人工材料的思路,并结合evdutionary structural optimization(ESO)方法和单元应变能分析,建立结构有限单元增、删的准则,给出一种基于应变能的结构拓扑双方向渐进优化算法。算例表明该方法是正确和有效的。     

白光数字图象频域分析法在CCD摄象机标定中的应用

结合标定算法和平移实验,提出利用白光数字图象频域分析法标定CCD(charge coupled device,电荷耦合图象传感器)摄象机的实验方法。采用具有随机斑点特征的平板作为标定板。利用三维精密调节架以已知位移平移标定板,借助CCD摄象机记录下平移前后的标定板图象。标定点的空间坐标由平移位移确定,其对应的象素坐标由白光数字图象频域分析法求得。最后根据标定点的空间坐标和象素坐标,利用标定算法求出CCD摄象机的内外参数。将实验结果与预设值相比较,验证该方法的正确性。     

长距离小断面引水隧洞涌水及渗水处理方案探讨

大山哨隧洞全长8641 m,最大开挖断面仅为4.4 m×5.243 m,整条隧洞均位于地下水位以下,岩溶和裂隙较发育。针对该隧洞轴线长、断面小特点,以及在开挖中出现多处涌水和多段渗水情况,通过采取一系列系统的工程处理措施,有效解决涌水和渗水对施工开挖和混凝土衬砌质量的影响,为同类工程施工积累了丰富的经验。