珠江口及附近海域夏季氮的化学形式分布研究

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。     

中国近海海洋要素最大跃层强度及其对应深度的分布规律研究

利用海洋模态重构方法对LEVITUS数据库数据进行了分析,获得了中国近海的温度、密度和声速的最大跃层强度及其深度的月平均变化规律.海洋要素的最大跃层强度在7、8月份达到最大,而且分布均匀,最大跃层强度对应的深度为全年最浅.12月至次年3月的最大跃层强度最小,分布杂乱,最大跃层强度对应的深度为全年最深.其他月份的分布介于二者之间.     

长江口邻近海域溶解态铝的分布及季节变化

基于2006年6、8、10月对长江口邻近海域的大面调查资料,分析了溶解态Al的分布及季节变化,讨论了水团混合、悬浮颗粒物及浮游植物水华对溶解态铝分布的影响。结果表明,3个航次溶解态铝的水平分布规律相似,都是近岸浓度最高,随着离岸距离的增加浓度降低,6、8、10月溶解态Al的平均浓度分别为(119±77)、(109±80)和(138±73)nmol/L,统计结果表明该海域的溶解态铝具有明显的季节变化。影响溶解态铝分布的主要因素有水团混合、底沉积物的再悬浮以及浮游植物的调节作用。     

2006年秋季长江口及邻近海域微微型浮游生物的分布特征及环境影响因素

2006年10月在长江口及邻近海域采用流式细胞技术测定了微微型浮游生物:聚球藻Synechococcus、微微型光合真核生物(picoeukaryotes)和异养浮游细菌(heterotrophic bacteria)的丰度和碳生物量,研究了其生态分布特点,并分析了其与环境因子之间的关系.结果表明,聚球藻、微微型光合真...     

舟山渔场及邻近海域鱼类种类组成和数量分布

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。     

南海及其周缘地区全新世海平面遗迹的构造含义

通过对海南岛海岸带野外考察,在文昌市铜鼓岭石头公园观察到高程为30m的海平面遗迹,在东方市黄流镇观察到高程为25~35m的海平面遗迹,在三亚市鹿回头观察到高程为2.5m的海平面遗迹。综合研究前人在该区关于海平面变化的研究成果,得出如下几点初步认识:(1)南海及其周缘地区中全新世以来海平面呈下降趋势,海平面最高位置出现在7000a左右、高于现代海平面3m左右的位置;(2)南海中全新世以来海平面遗迹所揭示的古海平面高程的差异性是古海平面本身持续下降和该区地壳差异性垂直运动共同作用的结果;(3)南海及其周缘地区中全新世期间中央海盆及其西缘的珠江口、红河、湄公河和昭披耶河4个河流三角洲地区为构造沉降区,而南海周缘的台湾岛、雷州半岛、印支半岛、南马来半岛、爪哇岛和苏拉威西岛6个地区为构造抬升区,抬升幅度最大的地方在台湾岛。     

青藏高原西部及邻区构造应力场反演和断层滑动趋势分析

基于Global CMT提供的1976-01-01~2015-12-31期间1 255个M_W≥3.5地震的震源机制解,利用FMSI方法对青藏高原西部及邻区（新疆西部地区）应力场进行反演,得到区域应力场特征,并分析西昆仑断裂带及阿尔金断裂带的断层滑动趋势。结果表明,青藏高原西部及邻区的最大主压应力轴σ1整体呈NNE-SSW向,自西向东顺时针旋转;最小主压应力轴σ3整体呈NWW-SEE向。最大主压应力轴σ1倾角大小约为5°~9°,说明该地区的构造应力场以水平运动为主。西昆仑断裂带及阿尔金断裂带具有较强的滑动趋势（T_s≥0.5）,说明西昆仑断裂带及阿尔金断裂带未来失稳滑动的可能性较大。     

Ring foundation on elastic subgrade: an analytical solution for computer modelling using the Lagrangian multiplier method

In the practice of geotechnical engineering, the case of a ring footing carrying a set of concentrated point loads is a common problem. At times, the induced vertical and angular displacements for the ring footing need to be evaluated at a relatively precise level. By making use of the governing set of equations derived for the case of a general curved beam, expressions that can be easily implemented in modern computing software are derived for the vertical and angular displacements of a ring footing of rectangular cross section as functions of the radial position. The loading case considered is a vertical point load, and the soil is modelled as elastic. Estimates of the displacements have been shown for a common range of practical applications. The behaviour for a set of concentrated loads may be evaluated using the derived equations through direct superposition. Nonlinear finite element analysis is used to evaluate the vertical deflection and angular twist of the ring foundation. Numerical analysis performed for three ring foundations with different radii and cross sections is reported to validate the accuracy of the derived analytical solution. Copyright © 2016 John Wiley & Sons, Ltd.     

Bearing capacity of strip foundations reinforced with geogrid sheets by using upper bound finite‐element limit analysis

By using the upper bound finite‐elements limit analysis, with an inclusion of single and two horizontal layers of reinforcements, the ultimate bearing capacity has been computed for a rigid strip footing placed over (i) fully granular, (ii) cohesive‐frictional, and (iii) fully cohesive soils. It is assumed that (i) the reinforcements are structurally strong so that no axial tension failure can occur, (ii) the reinforcement sheets have negligible resistance to bending, and (iii) the shear failure can take place between the reinforcement and soil mass. It is expected that the different approximations on which the analysis has been based would generally remain applicable for reinforcements in the form of geogrid sheets. A method has been proposed to incorporate the effect of the reinforcement in the analysis. The efficiency factors, η_c and η_γ, to be multiplied with N_c and N_γ , for finding the bearing capacity of reinforced foundations, have been established. The results have been obtained (i) for different values of ? in case of fully granular and cohesive‐frictional soils, and (ii) for different rates at which the cohesion increases with depth for a fully cohesive soil. The optimum positions of the reinforcements' layers have also been determined. The effect of the reinforcements' length on the results has also been analyzed. As compared to cohesive soils, the granular soils, especially with higher values of ?, cause a much greater increase in the bearing capacity. The results compare reasonably well with the available theoretical and experimental data from literature. Copyright © 2013 John Wiley & Sons, Ltd.     

川东及邻区上二叠统生物礁的白云岩化

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。