不同计算形式的相关分析在气象中的应用综述

相关分析在气象科研和业务中具有广泛应用,是定量分析气象变量之间关系的重要工具.首先系统综述了气象科研与业务中不同计算形式的相关分析算法,然后重点阐述了相关分析在气象领域应用的最新进展,特别是全窗口滑动相关和相关系数的扫描式多尺度突变检测算法.接着介绍了大数据研究领域中新发展的相关分析算法,简析了其对气象相关分析的启示....     

大连地区雷暴时空变化特征及其严重年大气环流背景分析

利用1961—2013年大连地区3测站逐日地面雷暴观测资料及1948—2016年NCEP/NCAR再分析月平均资料,采用线性趋势估计和合成分析方法分析了大连地区雷暴日数的时间和空间分布规律,并进一步探讨雷暴严重年5—9月平均大气环流背景特征。结果表明:大连地区雷暴具有明显的地域特征,空间分布主要呈现北部内陆地区多,南部沿海地区少的特点;除2月外,各地其余月份均可发生雷暴,7月和8月达到高峰值,雷暴集中发生在5—9月,雷暴具有较强的季节性,夏季6—8月最多,冬季很少出现雷暴;年平均雷暴日数总体呈减少趋势,其中北部的减少趋势尤为显著;雷暴初日多出现在4月,终日多出现在10月,初日较终日稳定,无论初日和终日均以北部地区较南部地区稳定,各地雷暴初日显著提前,终日推迟不显著,但仅有大连终日推迟趋势显著;雷暴初日和终日北部地区对应的候平均气温阈值分别为-1℃和10℃,南部(东部)地区对应的候平均气温阈值分别为6℃(-1℃)和3℃(8℃);多雷暴年,高层500 hPa蒙古低涡异常偏强,副热带高压偏西偏北,低层850 hPa偏南风水汽输送和大连上空整层垂直上升运动均异常偏强,这些有利于雷暴日数的增多,而少雷暴年与多雷暴年特征基本相反。     

祁连山东部沙尘暴天气成因及气候规律分析

利用我国沙尘暴多发区 ,甘肃省祁连山东部民勤、武威等 4站建站以来近 5 0a的气象资料 ,详细分析了祁连山东部沙尘暴天气发生的成因 ,造成的危害情况及变化规律 ,指出土地沙漠化和大风是造成沙尘暴的主要原因 ,并提出沙尘暴天气的防御对策。     

喜马拉雅山北坡卡鲁雄曲径流与气候变化

以冰川融水补给为主的喜马拉雅山北坡的卡鲁雄曲流域,近20年平均气温以0.34 ^oC/10a的趋势上升,高于西藏年均温0.26 ^oC/10a的增长率,更是明显高于全国和全球气温的增长率,且极端最高温都出现在20世纪90年代。后10年气温 (1994~2003年) 比前十年 (1983~1993年) 升高0.5 ^oC,径流量增加了26%;不同月份径流增加强度不同,10~2月增加了44%,7~9月增加了27%,3~6月增加了24%。径流对气候变化的响应最灵敏 (一年中有8个月的增加趋势通过了α = 0.05的显著性检验),尤其是秋冬季的径流 (增加趋势超过α = 0.01的显著性检验)。受冰川消融和季风影响,不同时期的径流有不同的影响因素,但存在共性,即气温对径流起着积极主导作用,而降水对径流的影响具有不确定性,即正负双面效应。     

1997年玛尼地震对青藏川滇地区构造块体系统稳定性影响的三维DDA+FEM方法数值模拟

本文用三维非连续变形与有限元相结合（DDA+FEM）的方法,在青藏川滇地区三维构造块体相互制约的大背景中,通过用GPS资料做位移速率边界约束和震源机制约束,计算得到研究区的初始位移场和应力场与该地区GPS测量结果和震源机制分布结果基本一致.在此基础上进一步数值模拟1997年玛尼7.9级大震的发生过程,研究大震引起研究区各块体边界断层应力状态变化的特征.（1）发震断层两侧发生左旋走滑错动,最大水平位错大约7 m;（2）深部位错面上位错分布与用地震波资料震源反演的结果类似;（3）最大差应力变化等值线图与由星载D\|INSAR技术获取的地表形变场图像相似;（4）地表垂直位移表明地震断层面略向北逆冲.计算模拟得到了玛尼地震发生引起青藏川滇地区构造块体系统各边界断层上库仑破裂应力变化的分布,表明玛尼大震的发生除了使其发震断层的两端库仑破裂应力增大,应力进一步集中外,位于上地壳层上东昆仑断裂中段的2001年昆仑山8.1大震（H=11 km）发震断层段的库仑破裂应力增加约2 MPa,位于中地壳层上喀拉昆仑断裂带中的2008年改则6.9级地震（H=30 km）发震断层段的库仑破裂应力也增加约0.7 MPa,可见这两个已接近破裂强度地段的失稳对发生大震起了一定促进作用.研究结果也表明：作者发展的三维DDA+FEM方法能有效地用于大震活动与各构造块体相互作用关系的研究.     

Deterministic sensitivity analysis for a model for flow in porous media

A deterministic method for sensitivity analysis is developed and applied to a mathematical model for the simulation of flow in porous media. The method is based on the singular value decomposition (SVD) of the Jacobian matrix of the model. It is a local approach to sensitivity analysis providing a hierarchical classification of the directions in both the input space and of those in the output space reflecting the degree of sensitiveness of the latter to the former. Its low computational cost, in comparison with that of statistical approaches, allows the study of the variability of the results of the sensitivity analysis due to the variations of the input parameters of the model, and thus it can provide a quality criterion for the validity of more classical probabilistic global approaches. For the example treated here, however, this variability is weak, and deterministic and statistical methods yield similar sensitivity results.     

一种建立局域无缝海图深度基准面的方法

根据海洋测绘中垂直基准构建的需求,提出了一种基于主成分-逐步回归分析的建立局域无缝海图深度基准面的方法。在此基础上,利用中国某海区多个验潮站深度基准面值及分潮调和常数振幅,建立了该海区局域无缝深度基准面值回归方程。实例计算表明,该方法所建立的局域海区无缝海图深度基准面值能够达到厘米级精度,可为海图深度基准面体系的重新构建提供技术支持。     

Seakeeping assessment of fishing vessels in conceptual design stage

The main idea of this paper is to identify functional relations between seakeeping characteristics and hull form parameters of Mediterranean fishing vessels. Multiple regression analysis is used for quantitative assessment through a computer software that is based on the SQL Server Database. The seakeeping attributes under investigation are the transfer functions of heave and pitch motions and of absolute vertical acceleration at stern, while the ship parameters influencing motion dynamics have been classified into two groups: displacement (Δ) and main dimensions (L, B, T), coefficients that define the details of the hull form (C_WP, C_VP, LCB, LCF, etc.).Four multiple regression models having different parameter combinations are here investigated and discussed, giving way to the so-called ‘Simple Model’, ‘Intermediate Model’, ‘Enhanced 1 Model’ and ‘Enhanced 2 Model’. The obtained results are more than satisfactory for seakeeping predictions during the conceptual design stage.     

Seismic earth pressures on rigid and flexible retaining walls

While limiting-equilibrium Mononobe–Okabe type solutions are still widely used in designing rigid gravity and flexible cantilever retaining walls against earthquakes, elasticity-based solutions have been given a new impetus following the analytical work of Veletsos and Younan [23]. The present paper develops a more general finite-element method of solution, the results of which are shown to be in agreement with the available analytical results for the distribution of dynamic earth pressures on rigid and flexible walls. The method is then employed to further investigate parametrically the effects of flexural wall rigidity and the rocking base compliance. Both homogeneous and inhomogeneous retained soil is considered, while a second soil layer is introduced as the foundation of the retaining system. The results confirm the approximate convergence between Mononobe–Okabe and elasticity-based solutions for structurally or rotationally flexible walls. At the same time they show the beneficial effect of soil inhomogeneity and that wave propagation in the underlying foundation layer may have an effect that cannot be simply accounted for with an appropriate rocking spring at the base.     

江苏省入太湖污染量分析(1998-2007年)

近年来,太湖水体受到了严重污染,水环境质量逐年下降,太湖水环境的状况直接影响了地区的经济和社会发展,保护太湖已列为国家重点治理项目。本文根据1998-2007年环太湖水文巡测资料及主要入湖河道水质监测成果,分析入湖水量、入湖河道水质、入湖污染物量及其变化趋势,为太湖地区水环境综合整治提供技术支撑和决策依据。