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211.
Bivalves and seaweeds are important cleaners that are widely used in integrated multi-trophic aquaculture (IMTA) systems. A beneficial relationship between seaweed and bivalve in the seaweed-based IMTA system has been confirmed, but the trophic importance of seaweed-derived particulate organic materials to the co-cultured bivalve is still unclear. We evaluated the trophic importance of the kelp Saccharina japonica to the co-cultured scallop Chlamys farreri in a typical IMTA farm in Sungo Bay (Weihai, North China). The dynamics of detritus carbon in the water were monitored during the culturing period. The proportion of kelp-derived organic matter in the diet of the co-cultured scallop was assessed via the stable carbon isotope method. Results showed that the detritus carbon in the water ranged from 75.52 to 265.19 μg/L, which was 25.6% to 73.8% of total particulate organic carbon (TPOC) during the study period. The amount of detritus carbon and its proportion in the TPOC changed throughout the culture cycle of the kelp. Stable carbon isotope analysis showed that the cultured scallop obtained 14.1% to 42.8% of its tissue carbon from the kelp, and that the percentages were closely correlated with the proportion of detritus carbon in the water (F =0.993, P= 0.003). Evaluation showed that for 17 000 tons (wet weight) of annual scallop production, the kelp contributed about 139.3 tons of carbon (535.8 tons of dry mass). This confirms that cultured kelp plays a similar trophic role in IMTA systems as it does in a natural kelp bed. It is a major contributor to the detritus pool and supplies a vital food source to filter-feeding scallops in the IMTA system, especially during winter and early spring when phytoplankton are scarce.  相似文献   
212.
研究区位于内蒙古北山北带,成矿地质条件优越,1∶20万水系沉积物测量异常明显,且分布有额勒根乌兰乌拉斑岩型钼(铜)矿。以1∶5万土壤地球化学测量成果为依据,以地质认识为基础,研究了区内元素地球化学数据特征、地球化学场特征及综合异常特征。认为区内主成矿元素为Mo、Cu、Au,主要的控矿层位为咸水湖组火山岩段,成矿有利侵入体为石炭纪花岗闪长岩。划分出5种综合异常类型,其中与斑岩钼(铜)矿系统有关的综合异常和与奥陶系建造有关的综合异常是今后解剖找矿的重点。  相似文献   
213.
A new ootype collected from the Upper Cretaceous Lijiacun Formation in the Shangdan Basin, Shaanxi Province is described in this paper. Based on general external shape, size, eggshell thickness and honeycomb‐like eggshell microstructure, eggs are referable to the oofamily Faveoloolithidae. Compared with other members of Faveoloolithidae, specimens described in this paper show special characteristics: adjacent pores are usually separated by two eggshell units between which often develop interspaces; columnar eggshell units are relatively closely arranged in radial view. According to these characteristics, we erect a new oogenus and a new oospecies: Duovallumoolithus shangdanensis oogen. et oosp. nov. The new discovery expands the diversity of Faveoloolithidae.  相似文献   
214.
泾阳南塬蒋刘4#滑坡特征及成因机制   总被引:3,自引:3,他引:0       下载免费PDF全文
2016年3月6日,泾阳南塬蒋刘村发生了约2×104 m3的小型黄土滑坡。滑坡发生后,在对滑坡现场进行详细的地质调查基础上,结合无人机航测和三维激光扫描综合手段,对滑坡的基本特征及成因机理进行了初步分析。结果表明:长期引水灌溉是滑坡发生的基本条件;坡脚滞水软化作用、与灌溉渠较短的渗透距离、坡脚冻结黄土春季解冻是导致滑体发生的直接原因;底部饱和泥化黄土的铺垫及导流作用,是导致其滑程较远的根本原因。该类滑坡近几年来发生频率较高,为泾阳南塬滑坡演化后期的主要发生类型,具有一定的特殊性,值得深入研究。  相似文献   
215.
为探究重塑黏土Ⅰ型断裂韧度,本文在前人研究基础上,通过对应变控制式直剪仪进行改造,消除了传统三点弯曲试验对土体断裂韧度测试所带来的影响,研制了土体Ⅰ型断裂韧度测试仪,并对重塑黏土进行了一系列试验。试验结果表明:新研制出的土体Ⅰ型断裂韧度测试仪具有较好的可靠性;对具有相同物理状态的试样,U 形裂纹试样的断裂韧度最大,三角形裂纹试样的断裂韧度最小;试样的含水率和干密度其断裂韧度KIC具有显著影响,随含水率增加,断裂韧度呈现先增后减的变化规律,而随干密度增加,断裂韧度几乎线性增加;在试验采用的加载速率范围内,加载速率对断裂韧度的影响较小。  相似文献   
216.
针对云南红土型水库因水位升降引起库岸土体干湿循环的客观实际,研究干湿循环作用下库岸红土抗剪强度与其微结构的变化规律,揭示二者之间的内在联系,为研究红土型库岸失稳提供依据。通过红土试样的干湿循环试验,模拟水库蓄水和库水位反复升降引起的库岸红土干湿循环作用。结果表明:(1)在一定初始干密度条件下,红土的黏聚力、内摩擦角和抗剪强度均随干湿循环次数的增加而非线性减小,但在干湿循环次数约10次时趋于稳定。(2)干湿循环作用导致红土微结构发生变化。当初始干密度分别为1.2,1.3,1.4 g/cm3、干湿循环次数达10次时,试样红土颗粒数量降幅依次为45.4%,38.2%,35.7%;孔隙率增幅依次为52.6%,45.9%,40.4%;孔隙面积增幅依次为64.4%,58.2%,50.8%。(3)在干湿循环作用下,红土黏聚力与红土颗粒的定向度和平均圆形度呈正相关关系,相关系数R分别为0.985和0.923。内摩擦角与孔隙率和孔隙面积呈反相关关系,相关系数R分别为-0.936和-0.912。干湿循环作用导致红土微结构的改变,从而引起红土宏观力学性质的变化。  相似文献   
217.
根据近年来的同位素年代学资料,对分布于辽北地区的一套构造变质岩系("开原岩群"或"清河镇岩群")进行了重新认识和划分,并将其重新定义为清河构造混杂岩,由中太古代、新太古代、中元古代、新元古代、二叠纪等不同时代、不同构造环境的地质体组成.其中,中太古代、新太古代、中元古代岩石来自华北克拉通,而新元古代、二叠纪岩石则来自兴蒙造山带.将原沈家堡子岩组重新划分为新太古代变质表壳岩和中-新太古代变质深成岩,原板石沟岩组(或芦家堡子岩组)厘定为中元古代石门岩组,原照北山岩组重新划分为新元古代南平岩片和晚二叠世照北山岩组,将原佟家屯岩组和尖山子火山岩合并为晚二叠世佟家屯岩组.最后,提出了清河构造混杂岩带为华北克拉通与兴蒙造山带的界线以及古亚洲洋在华北板块北缘东段的最终闭合时间为中三叠世早期(约245Ma)的认识.  相似文献   
218.
对大兴安岭伊勒呼里山早白垩世碱长花岗岩进行了岩相学、地球化学、LA-ICP-MS锆石U-Pb定年研究。伊勒呼里山地区碱长花岗岩主量元素具有富Si、富碱,贫Mg、Ca的特征;微量元素亏损Sr、P、Eu、Ti,富集K、Rb、Th等不相容元素,元素地球化学特征表明,岩体为铝质A型花岗岩(A/CNK=0.88~1.21,A/NK=0.94~1.49)。测年结果显示,粗中粒碱长花岗岩的锆石年龄为140.3±1.0Ma,细中粒碱长花岗岩锆石年龄为137.9±0.8Ma,均形成于早白垩世。结合区域研究资料,伊勒呼里山地区碱长花岗岩岩体的形成与蒙古-鄂霍茨克洋闭合后的岩石圈伸展密切相关,其岩浆源区可能为地壳物质的部分熔融。  相似文献   
219.
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.”  相似文献   
220.
Natural gas hydrate is widely distributed all over the world and may be a potential resource in the near future, whereas hydrate dissociation during the development affects wellbore stability and drilling safety. However, the present modeling of hydrate reservoir parameters ignored the influence of effective stress and only considered the hydrate saturation. In this paper, a series of stress sensitivity experiments for the unconsolidated sandstone were carried out, and the influence of mean effective stress on physical parameters was obtained; a comprehensive model for the physical parameters of hydrate reservoir was developed subsequently. With the help of ABAQUS finite element software, the established comprehensive model was verified by the use of the wellbore stability numerical model of hydrate reservoir. The verification results show that ignoring the effect of mean effective stress on the parameters of hydrate formation aggravates the invasion of drilling fluid into the hydrate formation. Besides, ignoring the stress sensitivity of reservoir physical parameters will underestimate the wellbore instability during hydrate drilling, which will be a threat to the safety of gas hydrate drilling. At the end of the drilling operation, the maximum plastic strain of the model for considering and not considering stress sensitivity was 0.0145 and 0.0138, respectively. Therefore, the established comprehensive model will provide a theoretical support for accurately predicting the engineering geological disasters in hydrate development process.  相似文献   
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