珠江口及附近海域夏季氮的化学形式分布研究   总被引：10，自引：0，他引：10       下载免费PDF全文

王先伟  温伟英  刘翠梅 《海洋科学》2003,27(4):49-53

根据1998年夏季对珠江河口及附近海域的水质调查，研究了氮的各种化学形式的空间分布特征、相关系数和环境条件的影响。结果表明：珠江河口中，无机氮含量很高，占总氮的85％；而硝酸氮占无机氮的95％，NO2^--N和NH4^ -N含量很低。在外海，则以有机氮为主，占总氮的80％。NH4^ -N和NO2^--N在伶仃洋河口中部出现最大值，在外海的值最小；其它形式的氮从伶仃洋内河口到外海，其浓度都逐渐降低。NO3^--N是各种形式氮中的主要因素，它与各形式氮之间具有良好的相关性；NH4^ -N和NO2^--N与其它形式氮之间的相关性都很差，而其余各种形式氮之间都有较好的相关性。涨潮时不利于污染物的扩散；与小潮相比，大潮时伶仃洋河口中部表层氮的浓度偏高。  相似文献   

舟山渔场及邻近海域鱼类种类组成和数量分布   总被引：19，自引：2，他引：17  

俞存根  陈全震  陈小庆  宁平  郑基 《海洋与湖沼》2010,41(3):410-417

根据2006年8月、2007年1、5、11月在舟山渔场及邻近海域(29°30′—32°00′N,127°E以西)开展海洋生态系统综合调查所获得的游泳动物调查资料,用渔获率作为鱼类资源分布的数量指标,对舟山渔场及邻近海域的鱼类种类组成、数量分布、季节变化趋势作了定量分析。结果表明,舟山渔场及邻近海域鱼类种类约有139种,隶属14目、56科、105属,其中日本红娘鱼、绿鳍鱼、六丝矛尾虎鱼、细条天竺鱼、海鳗、黑、星康吉鳗、小黄鱼、前肛鳗、短吻舌鳎、棘头梅童鱼等25种鱼类占鱼类总渔获量的84.18%,是调查海域桁杆拖网的主要捕捞鱼类,而其它种类的渔获量较少。不同季节的经济鱼类渔获物组成相差较大,而优势种种类组成变化较少。渔获量高峰期主要出现在夏季,从不同区域的渔获率分布趋势来看,春、夏、秋季的鱼类渔获率都以江外渔场最高,其次是长江口渔场,舟山渔场居第三,而杭州湾河口区的鱼类渔获率明显偏低。冬季鱼类渔获率分布趋势与春夏秋季不同,以长江口渔场为最高,其次是舟山渔场,而江外渔场和杭州湾河口区渔获率明显偏低。与以往(20世纪60年代初)调查结果相比,舟山渔场及邻近海域鱼类种数组成、种群动态及群落结构都发生了很大的变化。  相似文献   

塔里木盆地东北缘一次强对流天气过程中的阵风锋特征研究     

袁琳  孙棋  阿不都外力·阿不力克木  买买提艾力·买买提依明  安大维  贺小宁  芒苏尔·艾热提  周雅蔓 《沙漠与绿洲气象(新疆气象)》2024,18(3):47-55

利用地面自动站逐小时观测、多普勒天气雷达及WRF模式高分辨率数值模拟,分析2016年7月塔里木盆地东北缘一次强对流天气过程中的阵风锋特征。结果表明,阵风锋前沿较强的辐合抬升运动不断触发多个对流单体,其中大部分单体与其后方的对流系统合并且进一步发展,使得强对流天气不断发展和维持。在对流系统快速发展阶段,阵风锋前沿水平风的垂直切变造成湿位涡的斜压分量显著增强,从而增强局地的条件对称不稳定,为对流系统的发展和维持提供了重要的不稳定能量。不稳定能量释放需要的锋生强迫作用主要是由阵风锋前方的辐合辐散项和倾斜项决定,而阵风锋前沿附近的水平形变项及其上方的非绝热加热项提供相对较弱的贡献。  相似文献   

按新旧规范设计的多层住宅砖房地震易损性的对比   总被引：1，自引：0，他引：1  

张令心  高淼  王瑞 《地震工程与工程振动》2007,27(6):75-81

本文采用概率方法借助于拉丁超立方采样技术和非线性地震反应时程分析对按现行规范设计的多层住宅砖房的地震易损性进行分析,并与按上一代规范设计的多层住宅砖房的地震易损性分析结果[1]进行了比较,为进一步研究这类结构的地震安全性、未来地震的损失预测以及防震减灾对策奠定基础。  相似文献   

浅埋公路隧道围岩稳定性的地质雷达分析     

孙立东  熊燕  孙彬 《地质灾害与环境保护》2007,18(4):28-31

结合渝湘高速公路白马浅埋隧道工程实践,利用SIR-20地质雷达对该高速公路隧道的围岩进行探测并进行稳定性扫描分析,指出了施工过程中支护结构和围岩的薄弱环节,简要地提出了改进和防治措施,保证施工的正常快速进行.  相似文献   

An answer to an important controversy and the need for caution when using simple models to predict inelastic earthquake response of buildings with torsion     

Stavros A. Anagnostopoulos  Christina Alexopoulou  Kyriakos G. Stathopoulos 《地震工程与结构动力学》2010,39(5):521-540

This paper presents evidence that the extension of conclusions based on the widely used simplified, one story, eccentric systems of the shear‐beam type, to actual, nonsymmetric buildings and consequent assessments of the pertinent code provisions, can be quite erroneous, unless special care is taken to match the basic properties of the simplified models to those of the real buildings. The evidence comes from comparisons of results obtained using three variants of simplified models, with results from the inelastic dynamic response of three‐ and five‐story eccentric buildings computed with detailed MDOF systems, where the members are idealized with the well‐known plastic hinge model. In addition, a convincing answer is provided on a pertinent hanging controversy: For frame‐type buildings, designed in accordance with the dynamic provisions of modern codes (such as EC8 or IBC2000), which allow reduced shears at the stiff edge due to torsion, the frames at the flexible sides are the critical elements in terms of ductility demands. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

Preconditioned IDR(s) iterative solver for non‐symmetric linear system associated with FEM analysis of shallow foundation     

H.H.T. Tran  K.C. Toh  K.K. Phoon 《国际地质力学数值与分析法杂志》2013,37(17):2972-2986

Non‐associated flow rule is essential when the popular Mohr–Coulomb model is used to model nonlinear behavior of soil. The global tangent stiffness matrix in nonlinear finite element analysis becomes non‐symmetric when this non‐associated flow rule is applied. Efficient solution of this large‐scale non‐symmetric linear system is of practical importance. The standard Krylov solver for a non‐symmetric solver is Bi‐CGSTAB. The Induced Dimension Reduction [IDR(s)] solver was proposed in the scientific computing literature relatively recently. Numerical studies of a drained strip footing problem on homogenous soil layer show that IDR(s = 6) is more efficient than Bi‐CGSTAB when the preconditioner is the incomplete factorization with zero fill‐in of global stiffness matrix K_ep (ILU(0)‐K_ep). Iteration time is reduced by 40% by using IDR(s = 6) with ILU(0)‐K_ep. To further reduce computational cost, the global stiffness matrix K_ep is divided into two parts. The first part is the linear elastic stiffness matrix K_e, which is formed only once at the beginning of solution step. The second part is a low‐rank matrix Δ, which is re‐formed at each Newton–Raphson iteration. Numerical studies show that IDR(s = 6) with this ILU(0)‐K_e preconditioner is more time effective than IDR(s = 6) with ILU(0)‐K_ep when the percentage of yielded Gauss points in the mesh is less than 15%. The total computation time is reduced by 60% when all the recommended optimizing methods are used. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

Body force circulations in a compressible atmosphere: Key concepts     

Timothy J. Dunkerton 《Pure and Applied Geophysics》1989,130(2-3):243-262

The body force circulation problem of Eliassen is extended to spherical geometry and a quasi-compressible atmosphere using the zonally symmetric tidal theory. The concept of body force circulation is generalized to include the effects of mechanical friction and Newtonian cooling. This viewpoint is conceptually advantageous when the circulation is driven by body forces against radiative relaxation. The resulting linear theory is qualitatively useful in middle atmosphere applications, including the equatorial momentum source for which an analytic solution has not been given previously. Further generalizations of the theory are possible by including dynamical and photochemical feedback effects.  相似文献   

川东及邻区上二叠统生物礁的白云岩化   总被引：15，自引：2，他引：15  

雷卞军  强子同 《地质论评》1994,40(6):534-543

白云岩化是川东及邻区上二叠统礁体的重要成岩事件。根据矿物岩石学、X光衍射、流体包裹体、碳氧稳定同位素、微量元素及阴极发光等项目的研究,笔者认为,礁体白云岩主要是埋藏交代成因,礁顶有少量微-粉晶白云岩为潮坪成因。本文着重讨论礁体围岩为生屑灰岩的埋藏压实流体白云岩化模式,简述礁控白云岩储集特征及其成因。在此研究基础上,提出了一个白云石结构成因分类方案。  相似文献   

条件性对称不稳定与梅雨锋暴雨   总被引：2，自引：3，他引：2  

寿绍文  励申申 《南京气象学院学报》1993,16(3):364-367

  相似文献