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1.
提出了一种介质加载折叠波导慢波结构,给出了该结构中存在电子注时慢波互作用的热色散方程,在介电常数εr=1的特殊情况下该方程即简化为普通折叠波导的小信号工作方程.在给定慢波结构尺寸的基础上,分析比较了介质加载对放大器小信号增益特性的影响,结果表明:"弱加载"(介质厚度d/a<0.1)时,无需重新设计慢波结构的参数,只需适当调整工作电压和电流就可以满足原有设计要求,而且和未加载时相比增益特性更为平坦,降低的电子注阻抗也有利于电子效率的提高.考虑到  相似文献   

2.
提出了一类新型毫米波大功率微波器件——脊加载曲折波导行波管,推导出了引入电子注后的"热"色散方程.通过数值求解此方程,研究了加脊尺寸和电子注参数对小信号增益影响.计算结果表明:通过适当的尺寸设计和工作参数的选择,此结构在Kα波段具有18.51%的3 dB增益带宽和1.15 dB/周期的增益;相比于常规曲折波导结构,脊加载结构在保证一定带宽的情况下,具有更高的增益和电子效率;为了进一步提高增益,可以适当增加脊宽度和高度,也可在一定范围内增加电子注电流.  相似文献   

3.
沈毅  徐焕良 《海洋学报》2010,32(9):6022-6028
提出了权重自相似性加权网络社团结构评判函数,并基于该函数提出一种谱分析算法检测社团结构,结果表明算法能将加权网络划分为同一社团内边权值分布均匀,而社团间边权值分布随机的社团结构.通过建立具有社团结构的加权随机网络分析了该算法的准确性,与WEO和WGN算法相比,在评判权重自相似的阈值系数取较小时,该算法具有较高的准确性.对于一个具有n个节点和c个社团的加权网络,社团结构检测的复杂度为O(cn2/2).通过设置评判权重自相似的阈值系数,可检测出能反映节点联系稳定性的层化性社  相似文献   

4.
温晓会  章林溪 《海洋学报》2010,32(10):7404-7409
以三叶草型结(即31结)为例,采用分子动力学(MD)方法,研究打结高分子链在外场力作用下穿越微孔的动力学过程.模拟发现,在拉动打结高分子链的过程中,结的大小呈涨落变化,直至最后散结.定性讨论了结的存在对高分子链穿孔速率的影响.在外场力作用下,打结高分子链平均穿孔时间(τ)与链长(N)满足标度关系τ~Nα,其中标度系数α随外场力f增大而增大.对于短链,外场力越大,平均穿孔时间越短;  相似文献   

5.
海缆在长久的电力信息输送过程中,损坏故障等突发事故经常发生,研究海缆在地磁背景下环境周围产生磁异常扰动信号,确定海底海缆轨迹和埋设深度,能够在突发状况之后迅速针对该区域内的海缆进行定位,及时对海缆进行维修。基于微元磁偶极子有限元仿真建立海缆磁场模型,探究了检测距离(DCPA)、海缆长度(L)、背景磁场对海缆磁异常特性的影响规律。通过研究可知:DCPA<L 时衰减指数约为–2,3L>DCPA>L 时衰减指数约为–2.8,DCPA>3L 时衰减指数约为–3;DCPA 固定时,海缆磁异常随长度明显增加到一定程度会趋向稳定,信号发生畸变;背景磁场分量改变不仅可能改变海缆磁异常信号的强度,还可能改变其信号波形特征。  相似文献   

6.
创伤弧菌是一种可感染人类的河口病原菌。建立快速,特异而敏感的检测方法,有助于创伤弧菌感染的早期疾病诊断和及时治疗。本研究设计了针对vvhA基因的一系列引物(包括两对外部引物和两对内部引物),采用环介导等温扩增技术(LAMP)来检测创伤弧菌。结果显示,本方法的最适扩增温度是63℃,反应仅需35分钟。扩增产物不仅可以用含有DNA ladder的琼脂糖凝胶电泳检出,也可借助钙黄绿素直接肉眼观察。采用45株菌株检测该方法的特异性,其中所有创伤弧菌均被检出而其他菌株检测结果皆为阴性。本方法的敏感性是普通PCR扩增的100倍,同时利用该方法可以准确检测出所有的模拟样品、临床标本及环境样品。与其他已知方法比较,针对vvhA基因的介导等温扩增技术可以快速、简单、敏感及特异地鉴定创伤弧菌。  相似文献   

7.
单重保温管海底管线在铺设状态的层间剪力分析   总被引:3,自引:0,他引:3  
以渤海某油田海底管线建设项目为例,根据单重保温管的结构特点,根据力的层间传递特性和变形协调条件,建立了进行单重保温管各层层间剪切力和保温层中剪应力的计算方法,为海底单重保温管的设计提供了依据。  相似文献   

8.
海底沉积物在应力-应变过程前后的微区变化特征   总被引:3,自引:2,他引:1  
自1925年太沙基提出的“蜂窝状结构”概念以来,有关土和沉积物微结构分类研究取得了一系列重大成果[1-3].高国瑞[4]则研究分析了我国沿海海相沉积物的微结构类型和工程性质,梁元博等[5]提出典型堆垒结构和颗粒孔隙取向的海洋沉积物微结构模式,卢博等[6-7]对南海海底沉积物微结构影响物理力学性质以及提出的微结构分类研究,丰富了我国海底沉积物结构和微结构的微区分析研究.本文试图通过沉积物在应力一应变过程中的微区变化特征分析研究,为海底工程地质实践服务.  相似文献   

9.
以浮式两级缓冲防撞系统为研究对象,介绍其工作原理,利用动力学分析软件LS-DYNA构建了碰撞模型并进行了仿真计算,依据仿真结果完成了以阻尼索组与浮体结构构型为主要内容的防撞系统设计。研究确定了阻尼索组的布置位置、材料及数量,为浮体内部结构构型设计了7种比选方案,分别对5 000 t船舶撞击浮体前梁和侧梁的动态过程进行了仿真分析,对比了不同方案及不同板梁厚度下的接触力。研究结果表明:浮体内部构造若选用板梁厚度12 mm的方案6设计,则碰撞发生时浮体前梁和侧梁分别可以稳定地提供10.4 MN和7.9 MN的均值力,以及11.5 MN和8.9 MN的峰值力,设计浮体能够满足整体刚度要求,防撞系统符合双保护原则。防撞系统及浮体结构构型设计为下一步全面开展船舶撞击防撞系统后的动力学响应分析奠定了基础。  相似文献   

10.
G型溶菌酶(G-type lysozyme,G.lys)是一种富含半胱氨酸的天然免疫因子,在无脊椎动物的免疫防御过程中起重要作用。本研究旨在通过揭示法螺(Charonia tritonis)G型溶菌酶(CtG.lys)重组蛋白的抑菌功能,为进一步认识法螺的分子免疫机理及病害防治提供新思路。首先对CtG.lys序列进行了分析,利用实时荧光定量PCR检测CtG.lys的组织分布,然后以pGEX-4T-1为表达载体,构建重组质粒pGEX-4T-1-CtG.lys,进行重组蛋白表达,并检测了重组蛋白的抑菌活性。结果显示:1)CtG.lys cDNA的5''非翻译区(UTR)为66bp,3''UTR为186bp,开放阅读框为789bp,编码262个氨基酸,有1个可溶性转糖苷酶(SLT)结构域(72~255aa),包含6个半胱氨酸残基和3个酶活性催化位点(Glu72、Asp85、Asp96);2)多序列比对及系统发育分析表明,CtG.lys与亲缘关系较近的福寿螺G型溶菌酶氨基酸的同源性最高;3)CtG.lys在所有被检测组织中均表达,其中在肝脏、外套膜表达量较高;4)16℃,0.5mmol/L IPTG诱导表达10h后,重组蛋白在上清液和包涵体均表达分子量约为51.91kDa,纯化后得到浓度为1.2mg/mL的重组蛋白;5)抑菌实验表明,重组蛋白pGEX-4T-1-CtG.lys具有抗金黄色葡萄球菌Staphyloccocus aureus、藤黄微球菌Micrococcus luteus、施罗氏弧菌Vibrio shilonii的活性,对革兰氏阳性细菌的抑菌作用大于革兰氏阴性细菌。研究结果为进一步解析法螺免疫防御的分子机理提供了参考数据和科学依据。  相似文献   

11.
In order to assess the impact of deep-sea mining on the in situ benthic life, we measured the microbial standing stock and concentration of organic nutrients in the deep-sea sediments of the Central Indian Ocean Basin in the Indian pioneer area. Sediments were collected using box core and grab samples during September 1996. The total bacterial numbers ranged from 10 10 -10 11 cells per g -1 dry weight sediment. There was a marginal decrease in the number of bacteria from surface to 30 cm depth, though the subsurface section registered a higher number than did the surface. The highest numbers were encountered at depths of 4-8 cm. The retrievable number of bacteria were two orders less in comparison with the direct total counts of bacteria. An almost homogeneous distribution of bacteria, total organic carbon, living biomass, and lipids throughout the depth of cores indicates active microbial and benthic processes in the deep sea sediments. On the other hand, a uniform distribution of total counts of bacteria, carbohydrates, and total organic carbon in all the cores indicates their stable nature and suggests that they can serve as useful parameters for long-term monitoring of the area after the benthic disturbance. Further studies on temporal variability in this region would not only verify the observed norms of distribution of these variables but would also help to understand restabilization processes after the simulated benthic disturbance.  相似文献   

12.
An acoustic inversion method using a wide-band signal and two near field receivers is proposed and applied to multiple layered seabed models including a manganese sediment. The inversion problem can be formulated into a probabilistic model comprised of signals, a forward model, and additive noise. The forward model simulates wide-band signals, such as chirp signals, and is chosen to be the source-waveletconvolution plane wave modeling method. The wavelet matching technique, using weighted least-squares fitting, estimates the sediment sound-speed and thickness on which determination of the possible numerical ranges for a priori uniform distribution is based. The genetic algorithm is applied to a global optimization problem to find a maximum a posteriori solution for determined a priori search space. Here the object function is defined by an L 2 norm of the difference between measured and modeled signals. Not only the marginal pdf but also its statistics are calculated by numerical evaluation of integrals using the samples selected during importance sampling process of the genetic algorithm.  相似文献   

13.
海上大直径钢管桩打桩过程中,桩周土体受到强烈扰动而发生强度弱化,掌握桩周土体强度弱化规律对于准确预测打桩过程、保证工程安全具有重要意义。为研究土体强度弱化规律,开展了环剪试验模拟打桩对桩周土体的扰动,测试土体强度随剪切速率的变化规律,建立了描述土体强度弱化规律的拟合公式,引入到打桩分析软件中。研究结果表明:土体的强度折减程度不仅与土体本身的性质有关还受到土体的埋深和剪切速率的影响,埋深越深土体强度折减程度越低,剪切速率越高土体强度折减越高,在打桩分析中可采用这里推荐的线性折减方法来模拟不同深度处土体强度的折减规律。  相似文献   

14.
The interdependence between the seismo-acoustic properties of a marine sediment and its geotechnical/physical parameters has been known for many years, and it has been postulated that this should allow the extraction of geotechnical information from seismic data. Though in the literature many correlations have been published for the surficial layer, there is a lack of information for greater sediment depths. In this article, a desktop study on a synthetic seafloor model illustrates how the application of published near-surface prediction equations to subsurface sediments (up to several tens of meters burial depth) can lead to spurious predictions. To test this further, acoustic and geotechnical properties were measured on a number of sediment core samples, some of which were subjected to loading in acoustically-equipped consolidation cells (oedometers) to simulate greater burial depth conditions. For low effective pressures (representing small burial depths extending to around 10 meters subsurface), the general applicability of established relationships was confirmed: the prediction of porosity, bulk density, and mean grain size from acoustic velocity and impedance appears generally possible for the investigated sedimentary environments. As effective pressure increases through, the observed relationships deviate more and more from the established ones for the near-surface area. For the samples tested in this study, in some instances increasing pressure even resulted in decreasing velocities. There are several possible explanations for this abnormal behavior, including the presence of gas, overconsolidation, or bimodal grain size distribution. The results indicate that an appropriate depth correction must be introduced into the published prediction equations in order to obtain reliable estimates of physical sediment properties for greater subsurface depths.  相似文献   

15.
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   

16.
Specific properties of the interannual sea level variations and annual tides in the Northwestern Pacific were studied. Several tide stations were monitored. The monthly mean sea level for the year of 1995 was analyzed at each tide station. A seismic event in 1995, some tectonic activity around the subject area, and the Kuroshio (the oceanic western boundary current) may possibly contaminate results which would have occurred from the astronomical annual tide alone.  相似文献   

17.
18.
Particle fluxes were measured 7 m above the sea bottom during the predisturbance, disturbance, and postdisturbance periods by using time series sediment traps attached to seven deep-sea moorings deployed in the INDEX experiment site in the Central Indian Basin. The predisturbance particle fluxes varied between 22.3 to 55.1 mg m -2 day -1 . Increased and variable particle fluxes were recorded by the sediment traps during the disturbance period. The increase observed was 0.5 to 4 times more than the background predisturbance fluxes. The increases in particle fluxes (~4 times) recorded by the sediment trap located in the southwestern direction (DMS-1) were the greatest, which could be the result of preferential movement of resuspended particles generated during the deep-sea benthic disturbance along the general current direction prevailing in this area during the experimental period. Also, the traps located closer to the disturbance area recorded greater fluxes than did the traps far away, across the Deep Sea Sediment Resuspension System path. This variability in recorded particle fluxes by the traps around the disturbance area clearly indicates that physical characteristics such as grain size and density of the resuspended particles produced during the disturbance had an important effect on particle movement. The postdisturbance measurements during ~5 days showed a reduction in particle fluxes of ~50%, indicating rapid particle settlement.  相似文献   

19.
This article reviews information recently available from existing marine and coastal mining for responses to environmental issues affecting marine mining at different depths. It is particularly but not exclusively concerned with those issues affecting seabed biodiversity impact and recovery. Much information has been gathered in the past 10 years from shallow mining operations for construction aggregate, diamonds, and gold, from coastal mines discharging tailings to shallow and deep water, and from experimental deep mining tests. The responses to issues identified are summarized in a series of eight tables intended to facilitate site-specific consideration. Since impacts can spread widely in the surface mixing layer SML, and can affect the biologically productive euphotic zone, the main issues considered arise from the depth of mining relative to the SML of the sea. Where mining is below the SML, the issue is whether it is environmentally better to bring the extraction products to the surface vessel for processing (and waste discharge), or to process the extraction products as much as possible on the seabed. Responses to the issues need to be sitespecific, and dependent on adequate preoperational environmental impact and recovery prediction. For deep tailings disposal from a surface vessel, there are four important environmental unknowns: (1) the possible growth of "marine snow" (bacterial flocs) utilizing the enormous quantities of fine tailings particles (hundreds or thousands of metric tons per day) as nuclei for growth, (2) the possibility that local keystone plankton and nekton species may migrate diurnally down to and beyond the depth of deep discharge and hence be subjected to tailings impact at depth, (3) the burrow-up capability of deep benthos and their ability to survive high rates of tailings deposition, and (4) the pattern and rate of dispersion of a tailings density current through the deep water column from discharge point to seabed. Actions to obtain relevant information in general and site-specifically are suggested.  相似文献   

20.
《海洋学报(英文版)》2014,(8):F0003-F0003
<正>Acta Oceanologica Sinica(AOS)is a comprehensive academic journal edited by the Editorial Committee of Acta Oceanologica Sinica and is designed to provide a forum for important research papers of the marine scientific community which reflect the information on a worldwide basis.The journal publishes scholarly papers on marine science and technology,including physics,chemistry,biology,  相似文献   

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