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1.
周文  秦华伟  陈鹰 《海洋科学》2009,33(12):89-95
应用非线性有限元分析方法,对管状取样器取样过程中的沉积物扰动状况进行了研究.建立了取样管与沉积物接触的二维轴对称有限元模型.重点分析了取样时取样管内沉积物的变形、应力和应变状况.有限元分析结果表明了取样管贯入过程中沉积物应力、应变均产生了变化,扰动显著.证实了工程实际中取样所造成的沉积物样品原始层序混杂或弯曲变形、长度缩短等扰动的后果.海底沉积物的低扰动取样样品对于诸多海洋科学研究非常重要.  相似文献   

2.
深海沉积物作为一种重要的深海环境变化记录载体,是海洋学尤其是深海研究必不可少的基础研究资料.因此如何获得超长、连续、无扰动的沉积物柱状样品是深入开展深海科学研究的关键技术环节,也是我国在深海研究国际竞争中取得优势的主要技术瓶颈之一.通过综述国内外深海超长沉积物取样系统的研究进展,发现当今通用的沉积物取样系统存在诸多技术问题,从而不可避免地对沉积物产生扰动、压缩、断层等破坏.基于深海取样系统研制的国内外发展动态,提出了一种新的结合普通重力取样器对浅表沉积物样品无扰动取样和重力活塞取样器获取超长沉积物的混合型超长沉积物取样系统的设计构想.  相似文献   

3.
重力活塞取样器是一种重要的海底连续沉积物采集仪器,贯入深度和样品质量对海洋地质研究有着重要影响。通过对重力活塞取样器贯入过程建立能量守恒方程,得出贯入深度控制方程。已知取样器参数和土质类型条件,可计算取样管贯入深度,深度受取样器重量、体积、形状、取样管直径和沉积物类型等因素共同影响。已知取样器参数和贯入深度,可推测海底沉积物类型。  相似文献   

4.
为了获得连续、低扰动、超长的深海海底沉积物样品,研制了一套可应用于最大水深6 000 m,最长取样可达25 m的可视可控轻型沉积物柱状取样系统。本套设备主要包括甲板控制单元、取样系统和立式收放机构3部分。在取样过程中,本系统充分利用动能和深海液压锤夯击双动力组合,即取样过程包括前期的重力贯入和后期的夯击取样两个过程。液压锤夯击机构的配置使取样器在不显著增加自身重量的前提下,完成超长、连续、低扰动的深海沉积物柱状样采集工作。取样器的组合与拆卸采用立式吊装的方式,极大地降低了取样过程中的工作量和所需甲板作业空间。水下监测系统的配置解决了以往盲采样的弊端。除此之外,本取样器还设有多个标准通用端口,可以扩展为多种设备的集成平台,完成多种数据的采集。目前本套设备已经成功进行了海试,并作为主要沉积物取样设备成功应用于多个海上调查航次,取得了一系列连续、低扰动的柱状样品,有效地提高了我国深海可视可控柱状取样的技术水平。  相似文献   

5.
介绍了一种用于海底沉积物取样的静水压力取样器,它能依次利用重力势能和静水压力能,将其转换为冲击动能,以冲击形式将取样管插入海底沉积物进行取样。结合既定取样器对其冲击头的冲击速度进行了理论推导,并提出相关经验公式。通过取样器冲击试验,验证了静水压力取样器冲击头冲击速度理论模型的正确性和合理性。在理论推导和实验验证的基础上,对影响取样器冲击头冲击速度三个主要因素进行了探讨,并提出了提高冲击头冲击速度的具体措施。  相似文献   

6.
重力活塞取样器贯入深度研究对于取样效率的提高和仪器安全有着重要影响,根据取样海底沉积物类型及工程参数对取样器可贯入深度进行预判是研究的重点。基于重力活塞取样器结构,设计并制造了重量可调的重力取样器模型,增加了底质桶与支架等配套设施。按照控制变量法分别设计了针对取样器质量、贯入速度及沉积物类型的试验。试验结果表明,底质类型、取样器质量和贯入速度都可以对贯入深度产生不同程度的影响。在现有重力取样器贯入深度公式的基础上,根据本次试验得到的数据对其进行修正。改进后的公式计算结果与原来相比误差更小、更接近于真实取样数据。  相似文献   

7.
《海洋学研究》2000,18(2):57
MCD -1型、 MCS-1型多管取样器是分别为深海调查设计的 8管取样器和为浅海调查设计的 4管取样器。其外壳采用不锈钢材质 ,由铅块、活塞阻尼器和取样器等组成 ,为机械结构 ,是我所科技人员在德国多管取样器的基础上 ,克服其存在的一些问题 ,并结合海上实践经验 ,经反复试验于 1 998年初自行开发研制而成的。 MCD -1型、 MCS-1型多管取样器除了可用于沉积物样品的采集外 ,还可用于工程、采矿项目土工力学特性测试的样品取样。1 技术指标取样长度为 2 0 0~ 50 0 mm;样品直径为 1 0 0 mm。适用深度 :MCD-1型为 0~ 60 0 0 m;MCS-1型为…  相似文献   

8.
深水取样器     
深水取样器M。K。CykaH对陆架和深海水区气体饱和土壤的研究工作,要求更为完善的取样方法和技术手段。土壤的气体组分在提升至地表时的膨胀和从取样器中取样品时结构容易破坏。基辅国立建筑艺术工业大学研制成用于采集海底饱含气体沉积物的新的深水取样器。仪器的...  相似文献   

9.
黄河口及渤海中南部沉积物工程特性及其机理   总被引:3,自引:0,他引:3  
采用Kasten取样器从黄河口及渤海湾中南部海底沉积物中取样,对样品通过土工性质、微结构研究以及粘土矿物分析,阐明本研究区三维空间展布的海底沉积物形成机理及其工程地质规律,论证水动力作用和斜坡不稳定性对工程特性和微结构的重要影响.  相似文献   

10.
海底沉积物具有质地松软、强度低的特点,其强度参数与海上平台插桩就位、导管架的安装等工程关系紧密,与海上作业安全息息相关。常规钻孔取芯与静力触探等强度参数获取方法成本较高、取样点少,且对沉积物扰动较大,利用易获取的声学资料预测海底沉积物的强度参数具有重要研究意义。本文基于Wood方程、Biot-Stoll模型、Dvorkin等效介质模型等声波传播理论,计算不同物性参数(密度、孔隙度)梯度下的理论纵波速度,结合室内模拟地层声学实验,对比了模型计算声速与实测声速的变化特征,建立了声速与物性参数关系模型。基于室内模拟地层土力学试验,揭示了沉积物物性与抗剪强度、黏聚力等参数之间的关系,建立了物性与强度参数关系模型。以物性参数为桥梁,建立基于声学特征的海底沉积物强度参数预测模型。此模型既避免了原位取样沉积物失水扰动的问题,又弥补了经验公式局限性的缺点,具有普适性与准确性,有效提高无法取样地区沉积物强度参数的精度,提高了经济效益,对浅层的勘探与开发起到了理论指导的作用。  相似文献   

11.
作为深海科学研究的重要基础装备,深海超长沉积物柱状取样系统在海底地形地貌、海洋地质构造、气候环境变化等研究领域发挥了重要作用,其在海底矿产资源勘探、海洋工程地质勘察等方面展现了巨大应用价值。针对传统超长柱状沉积物取样系统在作业过程中存在的盲目采样、安全隐患大、甲板作业空间受限等问题,自主研制了一套适用于深海的超长可控可视沉积物柱状取样系统,该系统具有液压锤击、立式收放和实时监控功能,能获取连续、超长、具有精准姿态方位信息的柱状沉积物样品。现通过对独立排缆方式、取样管快速拆装、样品封堵、低扰动取样刀头等关键技术细节进行优化,解决了样品扰动大、取样率低的问题,提高了取样作业效率与样品质量,且降低了作业安全风险。2017—2021年,该取样系统搭载不同母船在南海1 700,1 725 和1 778 m水深分别获取了15.25、16.01和15.83 m的长柱状沉积物样品。该设备的成熟应用,可为我国深海探测研究提供技术支持。  相似文献   

12.
针对深渊生物资源研究的需求,自主研发了用于全海深深度的深渊沉积物、水体和宏生物的保压取样装置,深渊沉积物保压转移装置,深渊微生物原位过滤及保存装置和高压培养高压酶学测定装置。在深海模拟环境验证了取样装置在万米深度下的工作性能。相关装置在“探索一号”科考船的TS15、TS21-1和TS21-2大洋科考航次中,搭载“奋斗者”号载人潜器、“2号”深渊着陆器、“原位实验”号着陆器于西菲律宾盆区和马里亚纳海沟进行了海上试验,成功获取了万米深度沉积物、水体和宏生物保压样品以及微生物原位过滤滤膜;成功进行了沉积物保压样品的保压转移试验。初步形成了深渊海域生物资源取样的装备技术体系,为深渊海底生物和基因资源开发,深渊生命过程等科学研究提供技术手段。  相似文献   

13.
海底底质的物理力学参数不同于陆地土壤,其极低的抗剪强度和承压强度对深海采矿车的行走性能提出高要求。分析基于车辆地面力学理论,开展了底质土力学特性试验研究,建立了深海底质力学模型。根据深海重载作业采矿车样机结构参数,在大型动力学仿真软件Recurdyn中建立了仿真模型。通过直线行走多体动力学仿真与直线行走海试试验的对比,验证了仿真模型的准确性。在此基础上开展了采矿车样机在深海软底质上的多种行走工况动力学仿真,分析与评价其行走性能。结果表明,采矿车样机可以顺利完成转弯、爬坡、越障等基本功能。该研究成果可为深海采矿车海底行走性能评估提供理论参考,为深海采矿车和软底质的相互作用力学研究提供借鉴。  相似文献   

14.
Abundance of deep-sea meiobenthos off Sanriku, Northeastern Japan was studied quantitatively using sediment samples collected by box corers or an Okean grab. Sampling stations were established along a line transect which covered areas from off the mouth of Otsuchi Bay to the abyssal plain of the western Pacific crossing over the Japan Trench (water depths from 120 m to 7460 m). Abundance of meiobenthos decreased linearly with water depth down to 1503 m and became constant at stations deeper than 4130 m. Nematodes predominated over the other taxonomic groups at all stations. An equation to estimate meiofaunal abundance from several sediment characteristics, which was previously proposed by the first author based on data from tropical and subtropical regions of the western Pacific, was applied to the present boreal area. At one station where the Okean grab was used, the estimated value was 4.7 times more than the observed one. Except for the station, however, observed values fell within the confident range of estimated values. The estimated values were always higher than the observed ones at boxcorer stations, whereasvice versa at Okean-grab stations. These results suggested that keen attention is necessary in selecting sampling gear for ecological studies of deep-sea meiobenthos.  相似文献   

15.
深海在黑暗、高静水压、低温(黑烟囱等热液系统除外)和寡营养的极端环境下形成了特殊的生境。对深海生物/微生物的研究,不仅可以揭示各种深海生物的生理代谢特性和动态变化规律,而且有助于深海生物资源的开发利用,特别是深海微生物碳循环机制的相关研究可为全球实现碳中和目标提供新的路线图。研究深海生物的首要条件是获得大量保持原位特性的样本,然而传统深海采样手段的局限可能导致深海相关研究结果无法反映深海环境下真实的生命过程,亟需发展满足深海生物原位研究的采样方法和生态监测技术。本文对深海生物研究现状,相关科学问题和原位组学研究进展,以及原位生态监测装备研发和应用进行综述,并对深海原位生物实验室进行了展望。  相似文献   

16.
It is essential to maximize the information that can be gathered in deep-sea studies by thoroughly assessing sample processing methods. Nematodes are commonly used for the study and monitoring of deep-sea floor habitats, but the potential effects of different methods on the quantification of community attributes remain to be quantified. Here, we consider key methodological elements by comparing the effect of sediment depth and mesh size (63, 45, and 32 μm) on: (1) estimates of nematode community attributes, and (2) the sampling effort required to detect changes in these attributes at a bathyal site on the Chatham Rise, south-west Pacific Ocean. The 63 μm mesh retained most (95%) of the nematode biomass but a lower proportion (53–71%) of the nematode abundance. Retention efficiency of common species on this mesh ranged from 12 (Hapalomus sp.) to >88% (Comesomatidae spp.). The 63 μm mesh yielded significantly lower diversity estimates than the finer meshes, and failed to detect differences in community structure observed using the 45 and 32 μm mesh sizes. Sediment depth had a substantial effect on all measured community attributes, highlighting the importance of sufficient core penetration into the sediment (≥5 cm) for adequately characterizing nematode distribution. Power analysis showed that using a 32 μm mesh and deepest core penetration led to relatively few (3–8) samples being required to detect significant changes in nematode diversity indices relative to coarser mesh sizes. Characterization of nematode diversity and community structure using appropriate and robust methods of sampling is suggested as a sensitive and efficient tool for the assessment of anthropogenic impacts on deep-sea ecosystems.  相似文献   

17.
Abstract

Due to the low shear strength of deep-sea sediment, crawled mineral collector is easily slips in the deep-sea mining process, therefore, high-traction bionic grouser is needed to be studied to improve the working efficiency. Based on the rate-dependent characteristics of deep-sea sediment, a rate-dependent extended Drucker-Prager material constitutive model is used to define the deep-sea sediment. The Arbitrary Lagrange-Euler finite element (LEA-FE) was used to simulate the cutting process of different bionic grousers at different speeds. By comparing the simulation of different grousers, it was found that the maximum traction of grouser is related to the grouser parameters (distance L from the top to the curvature change point and curvature radius R). By analyzing the traction characteristics of different bionic grousers, the binary quadratic regression equation between maximum traction and bionic grouser parameters was established and the best bionic grouser parameters were obtained by the optimization algorithm. Based on the rate-dependent properties of deep-sea sediment, the traction characteristics at different speeds were analyzed and the relationship between maximum traction and speeds was established, the best bionic grouser walking speed was obtained, which can provide the theoretical basis for the crawled mineral collector.  相似文献   

18.
The reversibility of the temperature effect on the chemical composition of interstitial waters of three deep-sea sediment samples was examined between 2 and 25°C for Cl, Na, K, Mg, Ca, Si, B, Mn and alkalinity. When the temperature of sediment samples was returned from 25°C to the initial value of 2°C, most chemical species gave nearly their initial concentrations. However, for alkalinity and in one case for magnesium, it took another three to four hours to reach their initial concentrations.  相似文献   

19.
悬沙的ADCP估测方法   总被引:6,自引:1,他引:6  
ADCP估测悬沙含量是基于声波的背散射强度正比于悬沙浓度的理论。在实际测验中,由于多种因素干扰,ADCP所得到的背散射强度与悬沙浓度之间存在着不定的非线性关系。同传统的回归方法比较,BP网络模型方法可以使含沙估测精度有较大的提高。  相似文献   

20.
Oedometer tests have been carried out on 70 undisturbed surficial clays (at approximately 250 mm below the mudline), mostly collected by free-fall corers from sites widely scattered throughout the deep-sea North Atlantic. Acoustic measurements were also made, initially on contiguous samples and ultimately on the same sample using a geophysically instrumented oedometer which also collected electrical resistivity data. Apart from those quiescent areas below the carbonate compensation depth, such as north of the West Indies where very fine clays exist, most of the samples are silty clays whose geotechnical-geophysical properties are dependent on the type of clay minerals present (and their ability to take in moisture), the sand-size fraction, and the quantity of carbonate present. Thus the pure clays have high compressibilities which decrease on the addition of coarse particles, while the converse is true for the acoustic parameters, these increasing with the sand fraction. Using the notion of the intrinsic compression line for all samples, and comparison to it of the measured compression curves, it is clear that, contrary to some previously held ideas, most deep-sea clays are normally consolidated; the addition of carbonate has the effect of creating an open, stronger sediment skeleton. Interestingly, where information is available, the variation with depth of a sample's acoustic velocity follows the void ratio pressure relationship of the compression curve. This allows the construction of an in-situ sediment compression curve using the in-situ geophysical observations.  相似文献   

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