山东半岛黄海沿岸强壮箭虫丰度的季节变化和分布特征   总被引：2，自引：0，他引：2  

徐风风  朱丽岩  徐潇峰  薛泽  卢梦雪 《中国海洋大学学报(自然科学版)》2014,44(5):54-60

于2006年8月~2007年11月对山东半岛黄海沿岸海域进行的春、夏、秋、冬4个航次的调查,根据强壮箭虫的个体丰度分析其季节变化、水平分布、垂直分布特征,并运用聚集度指标法分析其聚集特征。结果表明,山东半岛黄海沿岸海域4个季节强壮箭虫的平均丰度为63.2ind·m3,呈现秋季冬季夏季春季的变化规律。水平分布上,春夏两季形成的丰度密集中心多于秋冬两季,但高丰度区分布范围小于秋冬两季;春夏两季丰度密集中心主要分布于近岸海域,而秋冬两季则以远岸海域为主。垂直分布上,春夏季强壮箭虫表层平均丰度高于底层,而秋冬季表层平均丰度则低于底层;强壮箭虫存在一昼夜内2次上升和2次下沉的垂直移动现象,其上升和下沉的时间随季节不同而有所变化。强壮箭虫在山东半岛黄海沿岸海域呈现聚集分布。强壮箭虫的分布与多种环境因子变化有关,其中温度、盐度、桡足类分布是影响强壮箭虫分布的重要因素。  相似文献   

Diatom distribution in surface sediments from Chinese inshore waters and the relationship to modern environmental variables     

陈淳  赵广涛  陈敏  蓝东兆  兰彬斌 《中国海洋湖沼学报》2014,32(4):828-844

Diatoms are widely used to study past and present changes in the marine environment. Unimodal models are appropriate for exploring the relationship between environmental properties in Chinese inshore waters and fossil diatom species derived from modem surface sediments. The best-fit relationships between two multivariate datasets （diatom species and environmental variables） were identified using canonical correspondence analysis （CCA）, which is a constrained ordination technique. The absolute abundance of diatoms in the Chinese inshore waters ranged from 500 to 48 000 valves/g, and the average absolute abundance of all the 29 sites was l l 300 valves/g. 153 species and varieties of diatoms belonging to 42 genera in all were identified in the Chinese inshore waters. There were 28 dominant diatom species in all. According to the absolute abundance of the dominant species and the spatial distribution of the currents from the Chinese inshore waters, 12 diatom assemblages were distinguished from north to south, which reflected the different oceanographic conditions at the regional scale. Of the eight environmental variables considered, the most important environmental variable is winter sea surface salinity （WSS）, which was also the only environmental variable with statistical significance. Therefore, it may be used to establish a transfer functions for the Chinese inshore waters in future paleoclimate studies.  相似文献   

大姚—姚安地区强震孕震机理——NW向褶皱节理的构造强化与活动     

常祖峰  张艳凤  李鉴林 《地质力学学报》2017,23(1):161-172

以21世纪初滇中大姚—姚安一带接连发生的4次Ms6.0~6.5级强震为例,通过分析该地区构造类型及其演化历史,结合川滇块体的现今运动特征和构造应力场,提出滇中构造区运动模型和特殊的孕震模式,探讨褶皱节理与地震活动的关系。研究表明,这些地震序列均有规律地沿北西方向展布,具有高度一致的沿北西向节理面右旋走滑的力学破裂机制。该地区断裂不发育,而是以北西向中生代褶皱构造为主。野外调查发现,该地区广泛发育与褶皱伴生的北西向纵向节理及北东向横向节理,前者较后者更为发育。这些节理密集成带,呈不等间距排列,带宽30~50 m,带内节理密度20~30条/m。节理面上发育有方解石脉和辉长岩脉,同时发育挤压片理化带、新鲜的水平擦痕和松软的断层泥,说明这些节理不仅与深部地壳有关联,而且近期有着新活动迹象。分析认为,在滇中块体南南东运动的背景下,这些地震是在现今北北西向挤压应力场作用下,北西向纵向节理发生构造强化、贯通、破裂的过程中产生的。"活节理"与活动断裂、活动褶皱等构造一样,是地球上广泛存在的活动构造之一。在特殊的构造环境和特定的构造应力场作用下,节理构造会演变为一种构造强化带或活化带,进而成为一种特殊的孕震构造。  相似文献   

FRICTIONAL PROPERTIES OF A NATURAL FAULT GOUGE FROM DRILLED CORES IN THE LONGMENSHAN FAULT ZONE CUTTING GRANITIC ROCK          下载免费PDF全文

LIU Yang  HE Chang-rong 《地震地质》2017,39(5):917-933

In this paper, we report friction experiments performed on natural fault gouge samples embedded in granitic rock from drilled core by a project entitled "the Longmenshan Fault Shallow Drilling(LMFD)". Compared with other natural fault gouge, this yellow-greenish gouge(YGG)is dominantly chlorite-rich. The maximum content of chlorite reaches 47%in the YGG. To understand the frictional properties of the YGG sample, experiments were performed at constant confining pressure of 130MPa, with constant pore pressure of 50MPa and at different temperatures from 25℃ to 150℃. The experiments aim to address the frictional behavior of the YGG under shallow, upper crustal pressure, and temperature conditions. Compared with previous studies of natural gouge, our results show that the YGG is stronger and shows a steady state friction coefficient of 0.47~0.51. Comparison with previous studies of natural gouge with similar content of clay minerals indicates a sequence of strengths of different clay minerals:chlorite > illite > smectite. At temperatures up to 150℃ hence depths up to~8km in the Longmenshan region, the YGG shows stable velocity-strengthening behavior at shallow crustal conditions. Combined with the fact of strong direct velocity effect, i.e., (a-b)/a>0.5, faults cutting the present clastic lithology up to~8km depth in the Longmenshan fault zone(LFZ)are likely to offer stable sliding resistance, damping co-seismic rupture propagating from below at not-too-high slip rates. However, as the fault gouge generally has low permeability, co-seismic weakening through thermal pressurization may occur at high slip rates(>0.05m/s), leading to additional hazards.  相似文献   

基于树根桩加固的震后公路路基边坡综合修复技术          下载免费PDF全文

肖颜 《地震工程学报》2019,41(1):117-123

为实现震后路基边坡的快速修复,提出基于树根桩加固的震后公路路基边坡综合修复技术。根据路基震害及地质环境对路基边坡的影响分析因素,采用树根桩技术及气泡轻质填土技术修复路基边坡;利用三维有限差分法模拟树桩加固气泡轻质填土修复后路基边坡得到参数值,再结合强度折减法计算得到的路基边坡稳定系数,最后得到优化树根桩的设计参数,以实现震后路基边坡综合修复。以上方法通过仿真模拟实验,得到最优的树根桩排距为2.5 dm。  相似文献   

装配式钢混组合结构加固时抗震性能模糊综合评估模型研究   总被引：2，自引：1，他引：1       下载免费PDF全文

荣超  陈勇  周瑜 《地震工程学报》2019,41(2):539-544

参数化的装配式钢混组合结构建筑信息模型缺少结构信息描述,无法实现装配式钢混组合结构图档的修正和自主更新,对结构构件的损伤评估效果差,抗震加固性能差。据此提出用于装配式钢混组合结构抗震加固的建筑信息模型,模型框架包括建筑设计模型、结构设计模型、结构抗震加固设计和损伤评估;通过结构构件的实体定义、属性定义和关联性定义,全面描述柱、梁、板和墙等钢混组合结构构件的抗震加固性能信息;采用模糊加固评估方法获取精准的结构构建综合损伤指数,评估结构构件的加固等级,提高抗震加固性能。经实验证明,所设计模型得到的结构损伤指数与实际损伤指数的误差低于0.03,说明该模型分析装配式钢混组合结构抗震加固性能准确性较高。  相似文献   

实际尺寸膨胀式自应力灌浆卡箍承载性能测试     

石湘  马越  张洪珲  周雷  张传杰 《海洋工程》2018,36(1):122-127

以中试研究的试验结果为基础,介绍了实际尺寸膨胀式自应力灌浆卡箍承载性能的测试情况。通过2个鞍板壁厚不同模型的膨胀压力和滑动应力的试验测试,表明实际尺寸样机承载性能的测试结果与小尺寸模型试验基本一致,15%膨胀剂掺量下的卡箍膨胀压力均超过1.8 MPa、滑动应力均超过2.5 MPa,实际尺寸卡箍样机仍然具有较高的承载性能,并且海试卡箍的滑动应力为2.56 MPa,达到了模型试验的水平。  相似文献   

2007号台风“海高斯”快速加强的成因分析          下载免费PDF全文

周冠博  董林  柳龙生  钱奇峰 《海洋气象学报》2021,41(1):100-108

利用欧洲中期天气预报中心(European Center for Medium-Range Weather Forecasts,ECMWF)ERA-Interim逐6h再分析数据(水平分辨率0.25°×0.25°)和国家气象中心提供的逐小时台风业务数据,分析了2020年第7号台风“海高斯”的路径和强度特征,并在此基础上...  相似文献