EC细网格对黔南州温度预报的订正研究          下载免费PDF全文

赵杰  陈波  莫乙冬  潘启学  顾欣 《中低纬山地气象》2022,46(1):79-85

该文采用EC细网格2 m温度预报场及国家站实况资料,通过滑动平均法、双权重滑动平均法、多项式拟合法以及最佳系数法对EC细网格2 m温度在黔南州的预报进行订正分析,结果显示:4种方法订正后最高气温7 d平均准确率分别提升了12.70%~17.84%,最低气温7 d平均准确率分别提升了1.14%~2.86%。对于高温预报,最佳系数法订正效果最优,其次是多项式拟合法,对于最低气温,前3 d采用滑动平均法订正效果最明显,第4 d开始则采用最佳系数法订正,订正效果更明显。4种订正方法均在7-9月效果最明显。黔南州西部及中部地区多项式拟合法订正效果更好,州东南部地区最佳系数法与滑动平均法订正效果更好,但在120 h时效后滑动平均法的订正效果明显下降,州北部地区最佳系数法订正效果更为明显。  相似文献   

某核电站常规岛抗震分析     

刘震  李世慧  王桂萱  赵杰 《防灾减灾学报》2011,(1):29-34

核电常规岛主厂房与一般火力发电主厂房结构特点不同,其结构布置很不规则,质量分布也不均匀.本文使用有限元分析软件ANSYS建立力学模型,对常规岛结构进行了抗震分析,主要运用了振型分解反应谱法对结构进行了内力计算,为结构设计奠定了基础.  相似文献   

基于三轴加速度的波浪测量技术研究     

赵杰  惠力  初士博  盖志刚  朱洪海  杨俊贤  王志 《海洋技术学报》2015,34(5):66-70

以浮标为载体,以TMS320C6416型DSP处理器、三轴加速度传感器、电子罗盘为硬件电路核心,利用加速度频域二次积分的波高计算方法以及三轴加速度倾角补偿电子罗盘的波向测量方式,进行海洋波浪要素测量技术研究,获取了某一海域不同时段的波浪特征值。  相似文献   

POS支持的机载三线阵CCD影像立体定位技术     

范永弘  赵杰  刘航冶  万慧琼 《测绘科学技术学报》2010,27(4):259-262

以我国自行研制的机载三线阵CCD相机为例,对基于POS的三线阵影像定位的成像模型、内方位的几何标定、外方位元素的解算以及直接定位和区域网平差方法进行了理论与实验研究.实验结果表明,利用GPS/IMU数据与摄影测量观测值进行联合平差,可以有效地克服相机内、外方位元素的系统误差,提高定位精度.  相似文献   

星星哨水库水均衡分析     

赵杰  赵冬丽 《黑龙江国土资源》2010,(6):64-65

一、星星哨水库概况 星星哨水库（旧称官地水库）始建于1958年，1979年竣工。坝长510m，高33m，坝顶高程254m。该水库位于吉林省永吉县西部，饮马河支流岔路河的中游。岔路河发源于磐石县的取柴河乡观音岭鸡爪顶，流经永吉县的双河镇、岔路河、三家子、万昌等乡，  相似文献   

“6.23”梅雨锋西段贵州南部大暴雨诊断分析          下载免费PDF全文

张艳梅  顾欣  陈杨  赵杰  莫乙冬 《高原山地气象研究》2022,42(3):58-66

利用贵州国家观测站和区域自动站数据,结合NCEP再分析资料、FY-2G卫星云图及多普勒雷达资料,对2020年6月23~24日在贵州南部地区发生的梅雨锋西段持续特大暴雨过程进行诊断分析。结果表明:（1）此次持续特大暴雨过程是在南亚高压控制、西太平洋副热带高压北界稳定维持在华南北部背景下,短波槽东传及中低层切变和梅雨锋共同影响的结果;（2）来自孟加拉湾的西南暖湿气流与副高西侧的偏南气流在贵州中东部到长江流域一带交汇,促使低空急流建立,为持续性暴雨天气提供充足的水汽输送;（3）高空辐散、中低层切变线南侧与低空急流北侧的正垂直螺旋度为中尺度涡旋迅速发展和水汽辐合抬升凝结提供了动力条件;（4）高原槽引导弱冷空气南下有利于梅雨锋锋生,午后至傍晚生成若干γ、β尺度的中尺度对流系统导致了此次降水过程的发生;（5）暴雨过程中存在明显“列车效应”,贵州南部受对流系统叠加影响形成较强降水。   相似文献   

深圳花岗岩地区嵌岩桩入岩界面判断探讨     

赵杰  贾少杰  贾海鹏 《岩土工程技术》2023,(1):35-41

由于受裂隙发育和不均匀风化的影响,导致中等(微)风化基岩面起伏大,软弱夹层和球状孤石普遍存在,嵌岩桩入岩界面的准确判定成为关键,而目前尚未有统一的判定标准和方法。以深圳市花岗岩地区地层特点为背景,依托某高层建筑嵌岩桩工程实例,从勘察与施工角度对嵌岩桩入岩界面判断进行工程经验总结。结合低应变法与现场载荷试验,对承载力要求较高的单桩承载力效果进行了评价。根据试验结果分析,受检桩桩身完整性类别为Ⅰ类,单桩竖向抗压承载力检测值皆达到载荷试验要求最大荷载,满足设计要求。  相似文献   

扬子西北缘碧口微地块南华系碎屑锆石物源示踪及其地质意义          下载免费PDF全文

杨再兵  裴先治  李瑞保  李佐臣  裴磊  刘成军  王盟  赵少伟  陈有炘  周海  赵杰 《沉积与特提斯地质》2023,43(1):226-248

扬子板块西北缘碧口微地块华严寺地区碧口群之上发育一套含砾沉积地层,其确切沉积时限对研究该区域的沉积—构造演化具有重要意义。本文对该套地层中的2件砂岩样品进行了碎屑锆石LA-ICP-MS U-Pb测年分析,结果显示,锆石晶型较好,无色透明,磨圆度较差,具典型岩浆生长振荡环带和韵律结构,Th/U比值为0.28～3.6,锆石U-Pb年龄介于706～2 489Ma之间。存在3个主要的年龄组：新元古代年龄组（706～951 Ma）,占92.9%,显著峰值为850 Ma和843 Ma;中元古代年龄组（1 017～1 080 Ma）,占2.6%;古元古代年龄组（1 628～2 489 Ma）,占4.5%。最小年龄组为706～715 Ma（峰值为711 Ma）,结合区域地质和研究资料,华严寺地区沉积地层时代应属于南华纪,沉积时限约为720～635 Ma,物源区主要包括扬子板块西北缘碧口微地块以及南东侧的后龙门山构造带和汉南—米仓山微地块。新元古代晚期碧口微地块及扬子板块西北缘后碰撞—裂解阶段,华严寺地区南华纪沉积为碧口微地块及邻区新元古代岩浆岩在边缘裂谷环境中快速堆积形成。  相似文献   

Numerical analyses of uplift behavior of pile foundation for transmission line structure in frozen soil regions北大核心CSCD     

袁俊  赵杰  唐冲  甘仁钧 《冰川冻土》2022,44(6):1842-1852

Pile foundation is one of the most commonly used and suitable foundations to support transmission line structure, especially in seasonally frozen soil regions and permafrost regions. Axial compression is the controlling condition in the design of foundations for such structures as bridges and buildings, while uplift and overturning will control the design of transmission line structure foundations. This paper presents an extensive overview of previous studies including experimental (e. g., laboratory model test and full-scale field load test), analytical/theoretical (e. g., limit equilibrium and limit analysis based on plasticity)and numerical(e. g., finite difference and finite element methods). The review indicates that study on the uplift behavior of pile foundation in frozen soil is relatively limited, particularly in the case of combined effect of axial uplift and lateral loading. Interaction between pile and frozen soil and mechanism of load transfer along the pile shaft and around the pile tip still remain unclear. Therefore, this paper implements finite difference analysis within FLAC3D to investigate the behavior of pile foundation in frozen silty clay and gravelly sand under axial uplift behavior and the effect of ground condition and lateral loading on the uplift behavior. Because of the axisymmetric condition of the problem studied, only half of the model is simulated. The chosen domain of the medium is discretized into a set of quadrilateral elements and the pile is discretized by the cylinder element. The interaction between the soil and pile is considered according to interface elements. Mohr-Coulomb criterion is adopted to model the soil behavior (perfectly elastic-plastic), while the pile is simply considered as a rigid body. The soil parameters such as Young’s modulus, cohesion and internal friction angle used for numerical analyses are determined by laboratory tests and estimated according to the empirical correlations with in-situ tests. The present numerical modeling is verified with the results from field loading tests on pile foundations in Qinghai-Tibet ±550 kV transmission line project. On this basis, parametric studies are carried out to uncover the behavior of pile in frozen soil. It is observed that pullout is the dominant failure mechanism of pile and the uplift load-displacement curve clearly exhibits an asymptote, consisting of initially linear elastic, nonlinear transition, and finally linear regions. These results are consistent with the observations in a few previous studies. In addition, larger uplift capacity of pile foundation in freezing period and gravelly sand is gained (about 20%). Lateral loading increases the deflection and therefore, decreases the uplift capacity of pile foundation. For the convenience of using the results obtained in practice, the values of uplift factor for pile foundation in silty clay and gravelly sand are provided. Finally, it should be noted that the method used, and the results obtained in the current work could be useful for engineers and designers, at least providing them some qualitative evidence for pile design in seasonally frozen soil regions and permafrost regions. This is important and necessary to ensure the safety of construction in such regions. Meanwhile, numerical analyses in the current work can be a benchmark example for subsequent research studies. © 2022 Science Press (China).  相似文献   

基于ArcGIS和SketchUp的江西奥体中心三维建模设计     

赵杰  罗志军 《测绘与空间地理信息》2018,(3):20-22

以江西省奥林匹克体育中心(以下简称江西奥体中心)为例,基于ArcGIS及SketchUp技术提出了一种快速的三维场景构建方法,来实现江西奥体中心三维场景动态漫游,为奥体中心提供更人性化的服务规划提供全新的技术支持。  相似文献