古龙油田葡萄花油层断层封闭性分析   总被引：1，自引：0，他引：1  

张驰  李涛  胡佳  田淼 《地质力学学报》2018,24(3):301-308

古龙油田断层极为发育,断层的封闭性对研究区油气的运聚起着重要的控制作用,研究断层封闭性有利于预测油气成藏的有利部位。从断层类型、几何特征和埋深对研究区断层封闭性开展地质定性分析,重点从断层两盘岩性对置、泥岩涂抹和应力对断层封闭性进行了定量分析,研究典型断层的封闭演化史。结果表明,古龙油田葡萄花油层一级断层和三级断层封闭性较好,二级断层封闭性一般;平面上鼻状构造断层封闭性好于向斜断层封闭性,其中龙南鼻状构造断层封闭性最好。   相似文献   

华北冬季气温变化及背景场分析   总被引：1，自引：0，他引：1  

孔凡超  史印山  尤凤春  池俊成 《气象科技》2007,35(2):198-203

利用国家气候中心1951～2003年全国160站月平均气温资料和NCEP／NCAR全球再分析资料,采用经验正交函数（EOF）、线性趋势变化、M-K突变检验、相关分析、t检验等方法揭示50多年来华北地区冬季气温的时空分布特征,探讨华北冬季气温的年代际变化与大尺度环流特征。结果表明：①华北地区冬季气温常表现出一致的偏低或偏高,偏低年份主要集中在20世纪80年代中期以前,80年代后期华北冬季气温明显升高,由冷变暖的突变点为1987年;②华北地区冬季气温偏低、偏高年的北半球环流形势存在明显的差异,亚洲区极涡面积、乌拉尔山东部高压脊、东亚大槽及蒙古高压是重要的影响因子;③华北冬季气温与我国近海和日本海的SST存在较好的正相关关系。  相似文献   

飞机空中积冰的气象条件分析及数值预报试验   总被引：8，自引：0，他引：8  

迟竹萍 《气象科技》2007,35(5):714-718

利用2000年3月至2005年6月山东飞机增雨作业季节,90架次飞机宏观观测资料,对飞机积冰的气象条件和积冰特征进行了分析;并利用PSU/NCAR MM5非静力数值模式,对2005年5月16日增雨作业过程进行了个例研究,在模式准确地预测出了降水的发展趋势和降水范围的基础上,用模式预报场计算的积冰指数和实际飞行观测资料进行了对比试验。结果表明,地面倒槽和冷锋,是山东飞机增雨作业季节的主要作业天气;低压倒槽出现轻度及中度以上积冰所占的比率最大,但南方气旋出现积冰的概率最高,达53.3%;MM5模式预报场计算的积冰指数和垂直上升运动场的叠加,能较好地反映最可能发生积冰的区域、时间及积冰强度,可作为确定飞机增雨作业安全飞行航线的依据。  相似文献   

Study on collapse settlement and cracks of core wall rockfill dams under wetting deformation     

Xiongxiong Zhou  Jichun He  Shichun Chi  Jinwei Wang 《国际地质力学数值与分析法杂志》2023,47(1):106-128

The safety and stability of core wall rockfill dams during impoundment are threatened by the wetting deformation of up-stream shell materials. The serious wetting deformation not only aggravates the collapse settlement of upstream rockfill but also intensifies differential settlement of the dam crest during impoundment, and then causes cracks on the dam crest. On the basis of the proposed wetting deformation model and its simulation method of wetting deformation, this paper simulated the impoundment process of Guanyinyan core wall rockfill dam and studied the deformation characteristic of the dam during impoundment. In addition, the smeared cracking model was used to simulate the crack propagation on the dam crest, and the crack develop and spread mechanism was analysed. The results show that the simulated deformation can fit the in-situ data well, and the simulated crack propagation is in good agreement with the actual situation. Once watered, the upstream rockfill and core wall have significant settlement, and the whole dam crest has obvious horizontal displacement towards the upstream. It is on the same order of magnitude that the increment of horizontal displacement and settlement at the top of the dam during impoundment. In the process of impoundment, the upper part of the dam tends to deform towards the reservoir area, which will lead to tensile cracks appearing in the rockfill areas on both upstream and downstream sides of the core wall of the dam crest, and the propagation direction of the cracks is basically parallel to the adjacent core wall surface. With the water level rising, the cracks on the downstream side of the dam crest mainly extend vertically, and the cracks on the upstream side of the dam crest not only extend vertically, but also extend horizontally.  相似文献   

Simplified method for evaluating the response of existing tunnel induced by adjacent excavation     

Guohui Feng  Changjie Xu  Luju Liang  Ming-wang Tey  Min-liang Chi  Shangqi Ge 《国际地质力学数值与分析法杂志》2023,47(1):54-81

Adjacent excavation may have a negative influence on the existing tunnel underneath. Thus, it is important to evaluate the response of the tunnel due to adjacent excavation. However, there is little report about using the Kerr foundation model to simulate the tunnel-soil interaction. Meanwhile, the Timoshenko beam, which can take the tunnel shearing effect into consideration, is more suitable to estimate the behavior of the tunnel. To simulate the interaction between soil and tunnel, the existing tunnel is simplified as a Timoshenko beam lying on the Kerr foundation model, and a simplified theoretical method is proposed to calculate the response of the existing tunnel induced by adjacent excavation. The proposed method is validated by two field case studies. Results indicate that the predictions given by the proposed method show great agreement with field measurements and it is more accurate to evaluate the tunnel-soil interaction compared with the previous method. The further parametric study shows that the relative position between excavation and tunnel, the ground Young's modulus, the depth of existing tunnel centerline, and length and width of excavation are both significant factors governing the tunnel response induced by adjacent excavation, while the influence of tunnel shear stiffness and skew between tunnel and excavation are slight. The proposed method can be applied to predict the potential risk of existing tunnels induced by adjacent excavation in relevant engineering projects.  相似文献   

基于MODIS影像的2016—2017年东海赤潮高发期水体时空分布及其气象控制因子分析          下载免费PDF全文

李晨映  冯驰  梅琨 《应用海洋学学报》2024,43(1):095-105

近年来,东海区域赤潮灾害频发,对沿海地区的经济发展和海洋生态环境造成了极大的破坏。本研究基于赤潮暴发年2016—2017年夏季MODIS影像数据,采用半经验多光谱识别算法对东海夏季赤潮暴发期的水体类型分布特征进行反演。结果表明,赤潮高发期东海水体类型从近岸向开阔海域呈现浑浊水体 赤潮水体 混合水体 干净水体的时空分布特征。其中,硅藻和甲藻赤潮水体在空间分布上具有相互演替变化的特征。此外,通过对浙江省近岸的大陈站、石浦站和嵊泗站3个站点的气象因子进行主成分分析发现,气温、风速和天空云量对赤潮的生消演替起着积极的促进作用。  相似文献