内蒙古达来诺尔湖湖泊沉积物中敏感粒度组分沉积环境及地层分析

对达来诺尔湖北岸岸边(DL-0)、湖中心(DL-1)和湖南岸(DL-2)3个点的岩心沉积物进行了详细的岩性分析、粒度分析和粒度参数垂向分布序列分析。对沉积环境变化较为敏感的粒度组分的分析发现DL-0与DL-1和DL-2井岩心沉积物敏感粒度组分的峰值有较大差别,其粒度分布范围相差较大,表明湖北岸岸边、湖中心和湖南岸的沉积物来源和沉积环境的时空差异。敏感粒度组分含量随深度变化的初步分析表明,湖北岸岸边(DL-0)和湖中心(DL-1)两个点的沉积环境较为稳定;而位于湖南岸(DL-2)点的沉积环境变化比较大,包含了5个明显的沉积波动旋回,并对达来诺尔湖由北至南进行了沉积地层分析。在达来诺尔湖水下1.5m内主要是粒径0~200μm的颗粒,岩性为粘土、粉砂和砂,以粘土和粉砂为主,随着深度的增加,黏土含量增大,粉砂和砂含量减小。     

青海德令哈盆地石炭纪古环境研究

采自德令哈地区石炭系的12个碳酸盐岩样品测试、分析结果表明,德令哈地区石炭纪整体为分层中等的弱还原海相环境,水体受陆源碎屑注入影响明显。这种湿热、还原的高盐度水体利于生物的繁盛及有机质的保存,使德令哈地区石炭系发育极为优越的烃源岩条件。垂向上,克鲁克组偏高的咸化程度及分层程度,表明克鲁克组沉积水体相对闭塞、咸化程度较高,而怀头他拉组、扎布萨尕秀组灰岩形成于水体交换相对通畅的海域。从岩性组合、陆源碎屑注入变化及盐度、还原性的差异来看,克鲁克组主体为局限台地环境,而怀头他拉组、扎布萨尕秀组为开阔台地。作为对克鲁克组高盐度、还原性水介质环境的响应,克鲁克组烃源岩TOC条件要比怀头他拉组及扎布萨尕秀组优越。     

高效液相色谱-离子阱质谱法测定海洋微藻藻粉中的8种脂溶性毒素

建立了利用高效液相色谱-电喷雾离子阱质谱(HPLC-ESI-IT-MS)测定海洋微藻藻粉中8种典型脂溶性毒素的分析方法。藻粉样品经超声细胞破碎后,采用超声波辅助提取法对藻毒素进行提取,用HPLC-ESI-IT-MS多反应离子监测(MRM)模式对各种毒素(包括大田软海绵酸(OA)、鳍藻毒素1(DTX-1)、扇贝毒素2(PTX-2)、虾夷扇贝毒素(YTX)、原多甲藻酸1(AZA1)原多甲藻酸2(AZA2)、罗环内酯毒素(SPX),米氏裸甲藻毒素(GYM))进行测定。8种脂溶性藻毒素均在线性范围内线性关系良好(R2均在0.991以上),检出限均介于0.085～1.315 pg之间,加标回收率在88.5%～111.4%之间,方法重复性相对标准偏差(RSD)在4.82%～10.17%范围。应用该方法对利玛原甲藻干藻粉中的毒素进行了测定,分析结果良好,说明本方法是海洋微藻藻粉中脂溶性藻毒素测定的有效方法。     

Seasonal variation and principle of cyanobacterial biomass and forms in the water source area of Chaohu City,China

We investigated seasonal variations in cyanobacterial biomass and the forms of its dominant population(M. aeruginosa) and their correlation with environmental factors in the water source area of Chaohu City,China from December 2011 to October 2012. The results show that species belonging to the phylum Cyanophyta occupied the maximum proportion of phytoplankton biomass,and that the dominant population in the water source area of Chaohu City was M. aeruginosa. The variation in cyanobacterial biomass from March to August 2012 was well fitted to the logistic growth model. The growth rate of cyanobacteria was the highest in June,and the biomass of cyanobacteria reached a maximum in August. From February to March 2012,the main form of M.aeruginosa was the single-cell form; M.aeruginosa colonies began to appear from April,and blooms appeared on the water surface in May. The maximum diameter of the colonies was recorded in July,and then gradually decreased from August. The diameter range of M. aeruginosa colonies was 18.37–237.77 μm,and most of the colonies were distributed in the range 20–200 μm,comprising 95.5% of the total number of samples. Temperature and photosynthetically active radiation may be the most important factors that influenced the annual variation in M. aeruginosa biomass and forms. The suitable temperature for cyanobacterial growth was in the range of 15–30°C. In natural water bodies,photosynthetically active radiation had a significant positive influence on the colonial diameter of M.aeruginosa(P0.01).     

Characterizing groundwater/surface-water interactions in the interior of Jianghan Plain,central China

Hydrogeology Journal - Quantifying groundwater/surface-water interactions is essential for managing water resources and revealing contaminant fate. There has been little concern on the exchange...     

Semi-analytical solutions for vertically and laterally loaded piles in multilayered soil deposits

In geotechnical practice, it is of considerable importance to assess the behavior of vertical–lateral coupled loading piles in multilayered soil deposits. This study deals with a semi-analytical formulation for the performance of a pile suffering from combined vertical and lateral loads. The emphasis is on quantifying the mobilization of the subgrade reaction provided by the layered soil stratums. In the proposed method, subgrade reactions, correlated with both the accumulative axial load transfer and side resistances depending upon the pile–soil interaction, are abstracted as a series of nonlinear springs in both vertical and lateral directions. On account of this, an alternative transfer matrix method is applied to characterize the pile reaction along the depth under the identified boundary conditions atop the pile; meanwhile, the condition of static equilibrium, between two specific pile segments located at the border of soil layers, is also essential. On this basis, validation of the solution is conducted by comparing with observations from experiments and predictions obtained from other existing methods. In addition, the influence of properties in shallow soil layer and the vertical load on the lateral response of the pile is also discussed. The results indicate a reduction in the lateral displacement and the maximum bending moment within the pile with the increase in the shallow soil stiffness, but a growth with the increase in vertical load due to the “P-Δ effect.”