2012年楚科奇海及其邻近海域浮游植物现存量和初级生产力粒级结构研究   总被引：2，自引：1，他引：2  

乐凤凤  郝锵  金海燕  李涛  庄燕培  翟红昌  刘诚刚  陈建芳 《海洋学报》2014,36(10):103-115

通过2012年夏季第五次北极科学考察期间在楚科奇海及其邻近海域现场调查所获得的数据分析研究了海域的粒度分级叶绿素a浓度和初级生产力。结果表明,叶绿素a浓度和初级生产力的高值均出现在楚科奇海陆架区,并且远高于深海区。去程时调查海域水层平均叶绿素a浓度的变化范围为0.32~15.66mg/m3,平均(2.77±3.96)mg/m3,高值区出现在南部邻近白令海峡海域、北部阿拉斯加巴罗近岸和冰缘区;初级生产力的范围为50.11~943.28mg/(m2d),高值出现在冰缘水华区。返程时水层平均叶绿素a浓度的变化范围为0.07~1.52mg/m3,平均(0.41±0.40)mg/m3,高值仍出现在陆架区,但比去程时低了一个数量级;初级生产力的分布范围为12.31~41.35mg/(m2d),高值出现在陆架区。浮游植物粒度分级测定结果表明,在生物量较低的深海区,叶绿素a浓度和初级生产力的粒级结构以微微型浮游生物(Pico级份)占优势(其贡献率分别为46.1%和56.9%),小型(Net级份)和微型(Nano级份)对总叶绿素a浓度的贡献差异极小,分别为26.6%和27.3%,对总初级生产力的贡献分别为23.8%和19.3%;而在生物量较高的水深小于200m的陆架区,Net级份叶绿素a浓度所占百分比最高,Pico级份次之,Nano级份最低,分别为59.8%、27.9%和12.3%,初级生产力的粒级结构中叶绿素a浓度所占百分比由高到低同样是Net、Pico和Nano,所占百分比分别为60.6%,32.2%和7.2%。  相似文献   

栉孔扇贝壳尺寸性状对活体重的影响效果分析   总被引：63，自引：7，他引：63  

刘小林  常亚青  相建海  宋坚  丁君 《海洋与湖沼》2002,33(6):673-678

选取 65只 2岁龄栉孔扇贝 ,测定其壳长、壳厚、壳高、活体重、肉重、熟肉重 ,计算相关系数 ,采用通径分析方法计算了以贝壳性状为自变量对活体重作依变量的通径系数、决定系数及相关指数。结果表明 ,栉孔扇贝壳长、壳厚、壳高与活体重、净肉重、熟肉重的相关系数均达到极显著水平 (P <0 .0 1 ) ;壳高对活体重的直接影响 ( 0 .6682 )最大 ,是影响活体重的主要因素 ;壳长与活体重的相关程度很大 ,但对活体重的直接影响 ( 0 .2 5 5 9 )较小 ,主要通过壳高间接影响活体重 ,是影响活体重的次要因素 ;壳厚对活体重的直接影响 ( 0 .0 960 )最小 ;决定系数分析结果与通径分析结果有一致的变化趋势 ;所选贝壳性状与活体重的复相关指数为R2 =0 .8847;多元回归分析建立了壳长、壳厚、壳高估计活体重的回归方程为 :^Y =- 42 .1 331 + 3.1 60X1 + 3.5 2 5 3X2 + 7.692 0X3,为扇贝选种提供了理论依据和理想的测度指标。  相似文献   

巢湖沉积物粒度特征与沉积环境   总被引：9，自引：0，他引：9  

顾成军  戴雪荣  张海林  何小勤 《海洋地质前沿》2004,20(10):10-13

利用巢湖湖底柱样沉积物的粒度资料分析了巢湖湖底沉积物粒径的组成、大小等粒度特征;初步探讨了柱样采样点位置的沉积环境及其沉积过程,以期能为巢湖流域恢复过去环境变化提供参考。通过对沉积物粒度实验分析发现,巢湖靠近河口地区的沉积物粒度在深度上变化幅度大,颗粒物相对较粗,而在湖心位置,沉积物随深度变幅小、连续性好,沉积物的颗粒细。两者的差别分别反映了它们之间不同的沉积环境。  相似文献   

黄土粒度组成的古环境意义研究进展   总被引：1，自引：0，他引：1  

马万栋  孙国芳 《气象与环境科学》2007,30(1):80-83

中国黄土高原的黄土与古土壤序列完好地记录了250万年以来的全球气候变化情况,被认为是反映第四纪古气候和古环境的重要载体.阐述了黄土粒度研究现状与进展,黄土的粒度组成、磁化率、粒度分形等及其所反映的古环境意义.  相似文献   

南黄海中部的低能沉积环境   总被引：17，自引：3，他引：17  

申顺喜  李安春  袁巍 《海洋与湖沼》1996,27(5):518-523

利用沉析法和筛板法及显生微镜等方法，对１９８８年以来采自南黄海表层和浅孔样品进行粒度，矿物及生物组合等多种分析，应用沉积物的粒度参数来判别沉积环境。研究结果表明，南黄海陆架的沉积环境十分复杂。在其中部，有一个低能量的沉积动力活动区，它的各种属性都与南黄海冷水团密切相关。  相似文献   

闽南-台湾浅滩渔场蓝圆鲹资源的评估   总被引：2，自引：0，他引：2  

徐旭才  丘书院  卢振彬  戴泉水  颜尤明 《海洋与湖沼》1992,23(5):511-516

以1971—1987年的蓝圆鲹叉长组成资料,应用体长股分析法评估了闽南-台湾浅滩渔场蓝圆鲹的资源。结果表明,1971—1980年的现存资源数量和生物量分别为45292×10~5尾和9.49×10~4t,1981—1987年分别为63908×10~5尾和13.51×10~4t;1971—1980年和1981—1987年的瞬时捕捞死亡率分别为0.6347和0.4859。通过Beverton-Holt模式估算出蓝圆鲹目前的持续产量为9.58×10~4t,最佳最小捕捞叉长为135mm。  相似文献   

Using a pore‐scale model to quantify the effect of particle re‐arrangement on pore structure and hydraulic properties     

Oagile Dikinya  Peter Lehmann  Christoph Hinz  Graham Aylmore 《水文研究》2007,21(8):989-997

A pore‐scale model based on measured particle size distributions has been used to quantify the changes in pore space geometry of packed soil columns resulting from a dilution in electrolyte concentration from 500 to 1 mmol l^?1 NaCl during leaching. This was applied to examine the effects of particle release and re‐deposition on pore structure and hydraulic properties. Two different soils, an agricultural soil and a mining residue, were investigated with respect to the change in hydraulic properties. The mining residue was much more affected by this process with the water saturated hydraulic conductivity decreasing to 0·4% of the initial value and the air‐entry value changing from 20 to 50 cm. For agricultural soil, there was little detectable shift in the water retention curve but the saturated hydraulic conductivity decreased to 8·5% of the initial value. This was attributed to localized pore clogging (similar to a surface seal) affecting hydraulic conductivity, but not the microscopically measured pore‐size distribution or water retention. We modelled the soil structure at the pore scale to explain the different responses of the two soils to the experimental conditions. The size of the pores was determined as a function of deposited clay particles. The modal pore size of the agricultural soil as indicated by the constant water retention curve was 45 µm and was not affected by the leaching process. In the case of the mining residue, the mode changed from 75 to 45 µm. This reduction of pore size corresponds to an increase of capillary forces that is related to the measured shift of the water retention curve. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

Magnetic Properties of Natural Goethite-Ii. Trm Behaviour During Thermal and Alternating Field Demagnetization and Low-Temperature Treatment   总被引：1，自引：0，他引：1  

M. J. Dekkers 《Geophysical Journal International》1989,97(2):341-355

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A general solution for tide‐induced groundwater fluctuation in an estuarine‐coastal confined and unconfined aquifer system          下载免费PDF全文

Hsi‐Ting Fang  Yih‐Chi Tan  Mo‐Hsiung Chuang  Kai‐Yuan Ke  Po‐Chia Chen 《水文研究》2018,32(14):2239-2253

This paper presents an analytical solution to tide‐induced head fluctuations in a two‐dimensional estuarine‐coastal aquifer system that consists of an unconfined aquifer and a heterogeneous confined aquifer extending under a tidal river with a semipermeable layer between them. This study considers the joint effects of tidal‐river leakage, inland leakage, dimensionless transmissivity between the tidal‐river and inland confined aquifer, and transmissivity anisotropic ratios. The analytical solution for this model is obtained via the separation of variables method. Three existing solutions related to head fluctuation in one‐ or two‐dimensional leaky confined aquifers are considered as special cases in the present solution. This study shows that there is a threshold of tidal‐river confined aquifer length. When the tidal‐river length is greater than the threshold length, the inland head fluctuations remain sensitive to the leakage effect but become insensitive to the tidal‐river width and dimensionless transmissivity. Considering leakage and transmissivity anisotropy, this study also demonstrates that at a location farther from the river–inland boundary, head fluctuations increase with increasing leakage and transmissivity anisotropy; the maximum head fluctuation occurs when leakage and transmissivity anisotropy are both at their maximum values. The combined action of the 3 effects of loading, tidal‐river aquifer leakage, and inland aquifer leakage differs significantly according to various aquifer parameters. The analytical solution in this paper can be applied to demonstrate the behaviours of the head fluctuations of an estuarine‐coastal aquifer system, and the head fluctuations can be clearly described when the tidal and hydrogeological parameters are derived from field measurement data or hypothetical cases.  相似文献   

Scaling of geological discontinuity normal load–deformation response using fractal geometry     

Michael E. Plesha  Demai Ni 《国际地质力学数值与分析法杂志》2001,25(8):741-756

The mechanical behaviour of discontinuities in rock, such as joints, is known to be size‐dependent. It is also suspected that the behaviour of larger size features, such as faults, is also size‐dependent. This size dependence has serious implications for performing numerical response simulations of geological media. In this paper, we develop a new mathematical theory for scaling of one particular discontinuity property, namely the interface normal stiffness. To accomplish this, we idealize an interface to have fractal geometry, and we develop analytical relations which show that the interface normal stiffness, which is commonly thought to be a size‐independent property, is in fact a size‐dependent property and has fractal characteristics that may be exploited to develop a fundamental theory for scaling. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献