硬骨鱼类精子超微结构及其研究前景

对近几年国内外硬骨鱼类精子超微结构的研究进行了综述。硬骨鱼类精子结构比较原始 ,可明显地分为头部、中段和尾部 ,但各部分结构在不同种属的硬骨鱼体中有一定差异 ,尤其是精子头部顶体有无植入窝及其发达程度 ,精子中段中心粒复合体的组成、“袖套”结构的对称性、线粒体的分布和形态及精子尾部侧鳍的有无及其发达程度等在不同种属的硬骨鱼体中有一定差异。通过分析这些精子结构的差异 ,可以明显看出种间亲缘关系 ,因此 ,精子超微结构研究在生殖进化生物学研究中具有广阔的前景。对不同硬骨鱼类精子表面大分子物质的分布、精子鞭毛的运动机制、侧鳍与受精率的关系及精子各结构的特征和功能的研究将有利于对硬骨鱼类受精生物学的研究。     

Study on optimization of parameters in a biological model

~lOWThere is a great progreSS tO apply inathernatics m~ in studying marine ~. Because of more Parameters than there that can be speified aCCOrding to the finite dsts, itS parameters had tO be ~hly evaluated in geneal. On the other side, the ~ ~ter fitting in a cendn area is USually unfit in another area for the complication Of ~ iodf.It was lucky that the pwhlerns, how to evalUate the Parameters as ~y as ~ie ina~ with the available dsta and how to judge to what a extent the ParameterS s…     

Hydroelastic response of a very large floating structure over a variable bottom topography

An influence of sea-bottom topography on the hydroelastic response of a Very Large Floating Structure (VLFS) is considered. When the floating structure is constructed near the shore, the sea-bottom topographical effect should be considered. In this study, the effect of sea-bottom topography is investigated for four different bottom cases. To calculate the sea-bottom effects rigorously, the finite-element method based on the variational formulation is used in the fluid domain. The pontoon-type floating structure is modeled as the Kirchhoff plate. The mode superposition method is adopted for the hydroelastic behavior of the floating structure.     

海水溶解氧测定方法的研究

溶解氧是海洋调查中化学要素部分的重要项目之一。“海洋调查规范”目前仍采用经典的Winkler修正法,由于此方法操作费时,劳动强度大,而且会引起主观误差,因此迫切要求改用仪器分析方法以提高海洋调查工作的质量。     

藻酸双酯钠粘度的影响因素

通过实验讨论影响藻酸双酯钠特性粘度[η]升降的几个因素。     

拖网的网袖结构对其性能的影响

将拖网袖端由单燕尾改为双燕尾结构,改善了拖网上纲和网袖网线的受力,有利于网口的垂直扩张。经网模水池对此试验验证,双燕尾袖端结构对于提高拖网网口垂直扩张具有较为明显的效果,且根据试验观察,设计网在常规拖曳速度下,网形良好、稳定。理论分析与试验结果相符。     

Identifying surface water evaporation loss of inland river basin based on evaporation enrichment model

Accurately quantifying the evaporation loss of surface water is essential for regional water resources management, especially in arid and semi-arid areas where water resources are already scarce. The long-term monitoring of stable isotopes (δ¹⁸O and δ²H) in water can provide a sensitive indicator of water loss by evaporation. In this study, we obtained surface water samples of Shiyang River Basin from April to October between 2017 and 2019. The spatial and temporal characteristics of stable isotopes in surface water show the trend of enrichment in summer, depletion in spring, enrichment in deserts and depletion in mountains. The Local Evaporation Line (LEL) obtained by the regression of δ²H and δ¹⁸O in surface water has been defined by the lines: δ²H = 7.61δ¹⁸O + 14.58 for mountainous area, δ²H = 4.19δ¹⁸O − 17.85 for oasis area, δ²H = 4.08δ¹⁸O − 18.92 for desert area. The slope of LEL shows a gradual decrease from mountain to desert, indicating that the evaporation of surface water is gradually increasing. The evaporation loss of stable isotopes in surface water is 24.82% for mountainous area, 32.19% for oasis area, and 70.98% for desert area, respectively. Temperature and air humidity are the main meteorological factors affecting the evaporation loss, and the construction of reservoirs and farmland irrigation are the main man-made factors affecting the evaporation loss.     

Analysis of soil‐structural interface behavior using three‐dimensional DEM simulations

The shear behavior at the interface between the soil and a structure is investigated at the macroscale and particle‐scale levels using a 3‐dimensional discrete element method (DEM). The macroscopic mechanical properties and microscopic quantities affected by the normalized interface roughness and the loading parameters are analyzed. The macro‐response shows that the shear strength of the interface increases as the normalized roughness of the interface increases, and stress softening and dilatancy of the soil material are observed in the tests that feature rough interfaces. The particle‐scale analysis illustrates that a localized band characterized by intense shear deformation emerges from the contact plane and gradually expands as shearing progresses before stabilizing at the residual stress state. The thickness of the localized band is affected by the normalized roughness of the interface and the normal stress, which ranges between 4 and 5 times that of the median grain diameter. A thicker localized band is formed when the soil has a rough shearing interface. After the localized band appears, the granular material structuralizes into 2 regions: the interface zone and the upper zone. The mechanical behavior in the interface zone is representative of the interface according to the local average stress analysis. Certain microscopic quantities in the interface zone are analyzed, including the coordination number and the material fabric. Shear at the interface creates an anisotropic material fabric and leads to the rotation of the major principal stress.     

郯庐断裂带南段的重磁场特征及其地质意义

由于断裂两侧的磁性、密度的纵横向差异在重力、磁力异常上有所表现,因此所获得的重力、磁力数据为深入研究关键的地质课题提供了科学基础,如郯庐断裂带的基底性质、断裂形成特征和岩浆岩分布。利用最新的高精度航空重力和磁力数据以及地面重力数据,绘制了郯庐断裂带地区的1∶50 000重力和磁力异常图,并结合区域地质数据分析了重力和磁力异常特征。分析结果认为:存在连体的郯庐—大别古老构造带,郯庐断裂带南段是元古宙和燕山中期岩浆活动的复合反映带;郯庐断裂带为中元古—新元古代时期南华北陆块与下扬子陆块的界限;磁力、重力异常图对比说明,合肥盆地范围由老到新向东扩展。     

桂北龙胜上朗变镁铁质岩锆石UPb年龄及其地质意义

本文采用LAICPMS锆石UPb测年对桂北龙胜地区上朗变镁铁质岩进行年代学研究。2件年代学样品给出近乎一致的年龄信息,集中在(114.8±1.6)、(152.0±5.0)、(213.9±3.5)、(274.6±9.4)、(442.5±6.7)、(553.5±9.2)、(774.2±5.9)和(822.0±10.0) Ma等8个年龄峰值。锆石成因类型研究表明,(774.2±5.9) Ma锆石为样品中最年轻的岩浆锆石,代表上朗变镁铁质岩的侵位时代。UPb年龄大于(822.0±10.0) Ma的锆石为捕获锆石,代表岩浆侵位过程中捕获物质的时代。(114.8±1.6)、(152.0±5.0)、(213.9±3.5)、(274.6±9.4)、(442.5±6.7)和(553.5±9.2) Ma为热液锆石年龄,代表变镁铁质岩成岩后遭受后期构造热事件影响的时限。其中,(442.5±6.7) Ma代表寿城—三门断裂韧性变形的时代,与区域NNE向韧性断裂的变形时代一致。而小于(442.5±6.7) Ma的热液锆石年龄,表明岩石韧性变形后遭受多期构造热事件的影响。泛非期(553.5±9.2) Ma热液锆石的存在,表明华南大陆曾受泛非构造热事件的影响,应具有冈瓦纳大陆的亲缘性。