基于PHC3.0数据集的北冰洋水团分析

基于PHC3.0极地科学中心水文气候数据集(简称PHC3.0数据集)的温度和盐度资料,使用聚类分析和Bayes判别分析的方法,对北纬70°以北海域的水团结构进行了分析,在北冰洋区域划分出4个水团:北冰洋表层水(ASW)、大西洋中层水(AIW)、太平洋水(PW)和北冰洋深层水(ADW)。北冰洋表层水(ASW)遍布于欧亚海盆和加拿大海盆,以低温低盐为特征。大西洋中层水(AIW)位于约200～900m深度,在北冰洋环极边界流的作用下,其影响可达到加拿大海盆。太平洋水(PW)受经白令海峡进入北冰洋的海水影响,相对高温低盐,夏季时影响显著。北冰洋深层水(ADW)在海盆中相当均匀,几乎没有季节变化,盐度约在34.95psu,温度在加拿大海盆约为-0.3℃,欧亚海盆约为-0.7℃。     

Experimental Investigation into the performance of the Axial-Flow-Type Waterjet according to the Variation of Impeller Tip Clearance

The tip clearance inside the duct from the tip of the impeller is very important to the performance of waterjet systems, which fact has been proven in the pump field. The tip clearance is especially important on the model scale because it is very difficult in manufacture to keep the tip clearance constant and minimally small along the inside of the duct. In the present study, a flush-type waterjet propulsion unit (duct, impeller, stator, and nozzle) was designed for an amphibious tracked vehicle. Two impellers of different inner diameter were designed and manufactured in order to investigate the gap effect. Resistance and self-propulsion tests with a 1/5-scale model were conducted in PNU towing tank. The flow rate at the nozzle exit, the static pressure at the various sections along the duct and also the nozzle, the revolution of the impeller, and the torque, thrust, and towing forces at various advanced speeds were measured. Based on these measurements, the performance was analyzed according to the ITTC 96 standard analysis method. Based on this analysis method, the full-scale effective and delivered power of the tracked vehicle was estimated according to the variation of tip clearance.     

组合电离层残差与改进的码相伪距探测与修复周跳研究

传统码相组合算法能探测7～8周以上大周跳,而传统的电离层残差法仅对于±4周以内的周跳可实现唯一分离,这限制了两者组合的应用.针对这一问题,对码相组合探测与修复周跳方法进行改进,使得改进的码相组合与电离层残差法能够完全探测周跳.经理论与实验分析,组合改进的码相组合法与电离层残差法两者结合能够完全探测采样间隔小于10 s观测数据中的周跳,对动态非差观测值数据的周跳自动探测与修复有极佳的效果.     

油气勘探中的碳酸盐岩古岩溶研究方法综述

检索了国内外相关文献,重新阐述了古岩溶的概念,同时介绍了岩溶研究进展情况。在此基础上,对国内外学者关于古岩溶研究的方法和技术手段进行总结,分析了几种主要方法的优点和不足之处,并对今后岩溶研究思路和方法提出建议。     

最佳气候相似法及在短期气候预测中的应用

本文采用了最佳气候找相似的预报方法来制作长期天气预报。由于这种方法使用了地面、高空、太阳活动和海温资料,具有长时段,多要素,综合性强的特点,所以预报较客观,对预报年的年景能作出较为准确的判断。由于不同站点资料代表着不同地区的气候背景,因而能分片制作短期气候预测,为解决目前短期预报中小尺度天气难的问题提供了较为详实的气候背景和可靠的预报依据。此方法虽属统计方法,但与中、短期数值预报有某些相似之处,主要体现在预测因子的同时性和连续性,对要素的预测如同数值预报产品的释用。     

华北地区的降水特征及趋势估计

华北地区位于干旱和半干旱地区。气候降水是该区水资源的主要来源之一,也是影响该区水资源周期性变化的主要因素之一。华北及其北、中、南三个分区的年降水距平曲线变化趋势３具有相似性,而且此四个地区连续出现正距平的年数不超过４年,华北及其北、中部连续出现负距平的年数不超过５年,南部不超过６年,华北、黄淮和东北地区东部与印度次大陆大地区夏季降水距平之间存在正相关关系,同时又与澳洲大部分地区冬季降水距平有负相关     

盾构隧道抗震分析的整体强制反应位移法适用性研究

整体强制反应位移法采用土-结构相互作用模型,将地震作用下的土层位移以强制位移的方式施加到整个土层上,从而计算结构在地震作用下的响应。本文以天津某地铁盾构隧道为例,采用整体强制反应位移法进行地铁盾构隧道结构的抗震分析计算。为了验证该方法在复杂软土场地下盾构隧道结构抗震分析中的适用性,以时程分析法为基准,对比分析整体强制反应位移法、反应位移法和时程分析法3种方法计算出的盾构隧道结构内力图和内力峰值。研究表明,整体强制反应位移法具有较好的适用性及易操作性,具有较高的计算精度,是一种方便有效的抗震设计拟静力方法。     

在役公路梁式桥综合震害等级预测研究

为客观预测在役公路梁式桥综合震害状况,考虑在役桥梁在运营期存在的病害问题,从压力和承压两方面建立在役公路梁式桥综合震害预测评价指标体系.以桥梁作为承灾体,建立在役公路梁式桥综合震害物元可拓模型,运用熵权法进行赋权,确定桥梁的综合震害状况.以一座在役梁式桥为例,运用上述模型确定算例的综合震害状况.研究结果表明,该桥的综合...     

新型贴井壁式阵列方位侧向测井数值模拟与响应特性

在现有侧向测井仪器基础上,提出了一种新型贴井壁式阵列方位侧向测井电极系,该仪器能提供径向和周向方位电阻率测量.该电极系采用贴井壁测量方式,提供5种径向探测深度.利用三维有限元方法模拟了阵列方位侧向测井电极系的井眼影响特性、径向探测特性、纵向分层能力、方位分辨能力,并模拟其对井周地层、水平井非对称泥浆侵入和倾斜地层的响应.在导电泥浆中最大探测深度为1.23m,纵向分辨率为0.3m,可以识别出0.1m薄层,方位分辨率为20°.贴井壁测量时,纵向分辨率不受泥浆和围岩电阻率的影响,能够准确测量井周方位电阻率,较不贴井壁测量具有很大优势,同时利用12条方位电阻率曲线能够反映出水平井泥浆非对称侵入特性,倾斜地层倾角和倾斜方向.     

The complex variable reproducing kernel particle method for two-dimensional elastodynamics

On the basis of the reproducing kernel particle method (RKPM), a new meshless method, which is called the complex variable reproducing kernel particle method (CVRKPM), for two-dimensional elastodynamics is presented in this paper. The advantages of the CVRKPM are that the correction function of a two-dimensional problem is formed with one-dimensional basis function when the shape function is obtained. The Galerkin weak form is employed to obtain the discretised system equations, and implicit time integration method, which is the Newmark method, is used for time history analysis. And the penalty method is employed to apply the essential boundary conditions. Then the corresponding formulae of the CVRKPM for two-dimensional elastodynamics are obtained. Three numerical examples of two-dimensional elastodynamics are presented, and the CVRKPM results are compared with the ones of the RKPM and analytical solutions. It is evident that the numerical results of the CVRKPM are in excellent agreement with the analytical solution, and that the CVRKPM has greater precision than the RKPM.