威海荣成桑沟湾海域海草床分布现状及其生态特征

海草床是生物圈最高产的生态系统之一,在氮捕获、碳封存、水质净化及维持生物多样性等方面发挥关键作用。2016年8月通过对威海荣成桑沟湾海域的现场调查,发现分布总面积约为471.72 ha的海草床,种类为鳗草（Zostera marina）、红纤维虾形草（Phyllospadix iwatensis）、日本鳗草（Zostera japonica）和丛生鳗草（Zostera caespitosa）,分布面积分别为395.33 ha、37.28 ha、32.74 ha和6.37 ha。鳗草分布范围较广,平均茎枝密度817.0±27.6 shoots/m²,平均生物量646.6±41.8 g DW/m²;红纤维虾形草主要分布于桑沟湾北部养殖池和南部楮岛海域,平均茎枝密度2 649.0±29.8 shoots/m²,平均生物量2 381.3±27.3 g DW/m²;日本鳗草主要分布于桑沟湾西部八亩地海域,平均茎枝密度506.0±26.2 shoots/m²,平均生物量118.3±12.5 g DW/m²;丛生鳗草主要分布于桑沟湾南部楮岛海域,其平均密度为513.0±17.9 shoots/m²,平均生物量为479.1±28.1 g DW/m²。结合历史资料,发现桑沟湾海域海草床严重退化,分析了海草床的退化原因并提出了相应的建议和对策,以期为海草资源及滨海生境修复提供参考。     

小竹山岛人工鱼礁区大型底栖动物群落结构的初步研究

为探究小竹山岛海域投放人工鱼礁后大型底栖动物群落结构的变化, 于2017—2020年进行了8个航次的调查, 研究鱼礁区、邻近区与对照区的大型底栖动物种类组成、优势种、生物多样性、群落结构及群落稳定性。结果显示, 共鉴定出大型底栖动物72种, 其中多毛类45种, 甲壳类16种, 软体动物8种, 棘皮动物3种, 投礁后第4年(2020年)比投礁后第1年(2017年)种类数增加了15种, 并且鱼礁区的种类数多于邻近区与对照区。优势种组成以多毛类为主。调查海域大型底栖动物生物量和丰度呈逐年上升趋势, 年份间差异显著, 2017—2020年年均生物量从2.11 g/m²上升到4.38 g/m², 年均丰度从289.31 ind./m²上升到764.14 ind./m², 区域间无显著差异。多样性指数、丰富度指数和均匀度指数在不同年份和区域之间变化不显著。聚类分析结果显示, 大型底栖动物群落结构分布格局呈现年际变化; 双因素相似性分析结果表明, 调查海域大型底栖动物群落结构的年份差异显著(P<0.01), 区域间无显著差异(P>0.05); 相似性百分比分析结果表明, 深沟毛虫(Sigambra bassi)、长叶索沙蚕(Lumbrineris longiforlia)、中蚓虫(Mediomastus californiensis)和寡鳃齿吻沙蚕(Micronephthys oligobranchia)等是造成群落年际差异的主要贡献种。丰度/生物量曲线结果表明, 2017—2020年大型底栖动物群落均未受到扰动, 随着鱼礁建设时间的推移, 大型底栖动物群落更趋稳定。     

动、定砂床底部剪切力对比试验研究

在河口海岸工程中,常常会面临岸滩冲蚀、岸线演变、航道淤积、建筑物底部淘刷等涉及泥沙起动和输运的问题,而水流对底床的剪切力是研究泥沙起动与输运的重要参数。本文利用自行设计的底床剪切力测量装置,在不同流速的水流中,分别在固定砂床(定床)和可移动砂床(动床)上进行了底部剪切力的直接测量;同时,根据试验中声学多普勒流速仪(ADV)测得的流速信息,采用湍流动能法对底床剪切力进行了估算。结果显示:当比例系数取值0.19时,估算出的底床剪切力与测量值吻合较好。对测量结果进行分析后发现,流速较小、砂粒未起动时,动、定砂床上的底部剪切力大致相同;在有砂粒起动的情况下,动床上的底部剪切力比定床上的大,相对差值最大约20%。因此当涉及底床剪切力的问题时,需要先确认床面形式,然后再进行分析研究。     

新鹤海湾的演变特征及水沙模拟分析

为准确把握新鹤海湾的演变特征和水动力条件,采用现场观测和GIS技术对其地形变化、冲淤分布和冲淤量进行探讨,并利用数值模拟分析波浪、潮流和泥沙共同作用对海湾演变的影响。结果表明:海湾演变对连续台风的响应不同,表现为先冲后淤,其中苏拉作用下的冲刷量为台风过境后全年的2倍左右;受东南季风的影响,春夏冲淤幅度较大,海湾冲淤分布为南冲北淤,波高分布不均与涨潮流入湾时的向北偏转是其主要原因;波流共同作用下的底床切应力约为潮流单独作用时的10倍,波浪是导致海湾冲刷的主要因素,常浪下底床切应力小于临界冲刷应力,泥沙不易起动,因此海湾冲刷主要是由极端天气时的大浪所导致的。     

浙江三门湾海域主要底上动物生态位及种间联结性

大型底上动物参与海洋生态系统中的物理、化学和生物过程,具有极高的研究价值。浙江三门湾是天然的半封闭海湾,也是海洋生物重要的栖息、觅食和育幼的场所。为探究三门湾海域物种间的资源利用情况及生态关系,在该海域进行了底拖网生物调查。根据2017年和2018年夏季在三门湾海域进行的大型底上生物研究结果,运用优势度(Y)、生态位宽度、生态位重叠、方差比率法(VR)、χ²检验、联结系数(AC)、共同出现百分率(PC)对生态位和种间联结性进行了研究。结果表明: 2017~2018年间三门湾海域共捕获大型底上动物53种,包括两年共有种,即主要底上动物22种。其中优势种3种,包括哈氏仿对虾(Mierspenaeopsis hardwickii)、中华栉孔虾虎鱼(Ctenotrypauchen chinensis)和棒锥螺(Turritella terebra),这三个物种属中生态位种;三门湾主要底上动物依据生态位宽度值划分为3组,即广生态位种、中生态位种和窄生态位种;种对间生态位重叠值总体差异性较大,其与种对的食性、栖息环境密切相关;根据总体联结性分析得主要底上动物总体呈显著正关联,群落结构较为稳定; χ²检验、联结系数(AC)和共同出现百分率(PC)表明种对间联结性较弱,趋近于相互独立。三门湾大型底上动物的群落结构比较稳定,但种对间的关联性在逐渐下降。     

随机波浪中畸形波在三维岛礁地形上的试验研究

在试验水池中,开展了波浪在岛礁地形上演化问题的研究。首先在实验水池中建立了西太平洋某岛礁地形的模型,然后采用改进的JONSWAP谱,由造波机产生不同周期、波高的随机波浪。试验中观察到了不同类型畸形波生成的过程及不同波面形态的畸形波。对偏度、峰度及水深与畸形波要素H_m/H_s（H_m表示波列中的最大波高, H_s为有效波高）的关系进行了详细的分析,同时,对畸形波波高H_fr与偏度的关也进行了分析。通过对试验结果分析,发现峰度与畸形波要素i>H_m/H_s呈正相关, H_fr增大时相应的偏度也会呈现增大的趋势。此外,水深的变化剧烈时（如斜坡、海山位置）有助于畸形波的发生。     

日照潮下带海域大型底栖动物春、秋季群落结构特征及其与环境因子的关系

根据2016年5月和11月在日照潮下带海域进行的调查资料,分析了该海域大型底栖动物的群落结构特征,探讨了其与环境因子的关系。研究海域共鉴定大型底栖动物60种,其中环节动物门30种,节肢动物门16种,软体动物门8种,其他类群6种。春季优势种为巴氏钩毛虫（Sigambra bassi）、扇栉虫（Amphicteis gunneri）、小头虫（Capitella capitata）和醒目云母蛤（Yoldia notabilis）;秋季优势种为绒螯近方蟹（Hemigrapsus penscillatus）、索沙蚕科（Lumbrineriiae）1种、哈氏美人虾（Callanssa harmandi）和长鳃树蛰虫（Pista branchia）。春、秋两季平均密度依次为96.83、112.63 ind./m²;平均生物量依次为6.21、14.75 g/m²;平均种类多样性指数依次为1.45、1.66;平均丰度指数依次为0.40、0.44。综合聚类分析和丰度/生物量曲线(ABC曲线)分析表明研究区域大型底栖动物春、秋两季均可划分为4个群落,且群落结构均已受到严重扰动。BIOENV分析表明影响群落结构的主要环境因子为水温、溶解氧、亚硝酸盐、油类和重金属砷;Pearson 相关分析表明影响生物量和密度的主要环境因子为水深、水温、pH、化学需氧量和重金属铜。受人类活动的影响,和历史调查资料相比,研究区域大型底栖动物总物种数目、平均生物量均呈下降趋势。     

氧掺杂碳气体扩散电极用于电催化产活性氧抗菌防污研究

过氧化氢(H₂O₂)等活性氧(ROS)物质因具有绿色高效的特点,在废水处理、杀菌消毒等领域受到研究者广泛关注。利用电催化生成H₂O₂是一种实时提供活性氧物质的有用方法。然而,目前报道的大多数高性能催化材料都是粉体形式,不便于在实际场景中的应用。因此,制备可直接应用的电极材料显得尤为重要。本研究利用喷涂-热解的制备方法,制备了高活性氧催化活性的氧化炭黑(O−CB)/多孔碳毡电极,通过聚四氟乙烯(PTFE)的修饰优化电极表面的氧气传质,成功制备氧掺杂碳气体扩散电极。研究结果表明,O−CB/PTFE-5 wt%电极具有最高的催化性能,其合成H₂O₂的速率达27.19 mg·L^-1(mg catalyst)^-1·cm^-1·h^-1。海洋典型污损微生物假单胞菌(Pseudomonas sp.)的抗菌实验表明,该电极电催化作用60 min产生的活性氧对Pseudomonas sp.的杀菌率可达到97.69%,作用120 min的杀菌率可达到99.99%。     

胶州湾春季大型底栖生物多样性及群落结构特征

基于2018年5月胶州湾海域共计20个站位所获取的生物及环境数据，研究胶州湾大型底栖生物多样性以及群落结构特征。调查海域共发现大型底栖生物208种，大型底栖生物总平均丰度和生物量分别为2 654.38 ind./m²和1 024.512 2 g/m²，大型底栖生物物种数、丰度和生物量均呈现北部高、南部低的分布趋势；调查海域优势种以多毛类为主，I_RI值最高的物种为菲律宾蛤仔Ruditapes philippinarum；香农维纳指数与ABC曲线均表明调查海域底栖生态环境整体清洁；在40%相似性水平上，可将调查海域大型底栖生物划分为4个群落；底温和底盐影响调查海域大型底栖生物丰度分布。     

利用坐底观测估算济州岛西南海域再悬浮临界应力

底边界层中沉积物的再悬浮和沉降是控制陆架海悬浮沉积物的输运的关键过程。沉积物输运过程的数值^*模拟也依赖于沉积物侵蚀和沉降的关键参数的研究。本文根据济州岛西南泥质区的坐底观测估算了此处临界应力。通过底边界层声学仪器ADV和PC-ADP的流速和悬浮物浓度同步观测,基于湍生成与耗散平衡假设,使用惯性耗散法计算沉降速度。这种方法得到的沉降速度ws平均值为0.91 mm s^-1,标准差为0.20 mm s^-1,此结果远大于Soulbsy（1997）和LISST-ST现场观测粒径分析仪等经验方法的结果。这主要是由于两种方法的本质不同,惯性耗散法形象的刻画了底边界层的水动力,并且更加合理的现场估计沉降速度w_s,然而Soulsby的方法通常适用于静水环境。我们提出了一种估计临界应力的新方法,根据悬浮颗粒物浓度时空变化的统计分析（深度平均的悬浮颗粒物浓度对时间求导数）和对应的底应力估算侵蚀临界应力τ_ce和沉降临界应力τ_cd。侵蚀临界应力τ_ce和沉降临界应力τ_ce的变化范围为0.11-0.25 Pa,对应的中值分别为0.20 Pa和0.16 Pa,这也证实了侵蚀临界应力略大于沉降临界应力。除此之外,我们还使用了另一种方法估算临界应力,通过沉降速度间接估算的临界应力范围为0.06-0.17 Pa。     

不同介质底床上的波浪衰减

采用近年来的研究成果比较了良在不同介质底床上传播时的波浪衰减规律,对不同介质底床上的波浪衰减机理进行了总结,推荐了计算波浪衰减的公式和方法,根据实验和计算结果解释淤泥质海岸可能存在的波浪传播现象。     

A technique for conducting seismic refraction experiments on the ocean bed using bottom shots

A technique has been devised for firing arrays of bottom shots on the ocean bed in depths upto 4000 m or more. Ten kilogram explosive charges are dropped from the surface while the shooting ship is navigated acoustically. They are detonated at preset times by an electronic timer which initiates an electrical detonator, detonating cord and cast PETN/TNT explosive. Ranges to ocean bottom seismographs, and the shot instants, can be calculated from the arrival-time differences of the direct and surface-reflected water waves. The accuracy, which is dependent on water-depth and range, was better than 22 m in range and 14 msec in shot instant for our experiments.     

A traversing system to measure bottom boundary layer hydraulic properties

This study describes a new convenient and robust system developed to measure benthic boundary layer properties, with emphasis placed on the determination of bed shear stress and roughness height distribution within estuarine systems by using velocity measurements. This system consisted of a remotely operated motorised traverser that allowed a single ADV to collect data between 0 and 1 m above the bed. As a case study, we applied the proposed traversing system to investigate bottom boundary layer (BBL) hydraulic properties within Coombabah Creek, Queensland, Australia. Four commonly-employed techniques: (1) Log-Profile (LP); (2) Reynolds stress (RS); (3) Turbulent Kinetic Energy (TKE); and (4) Inertial Dissipation (ID) used to estimate bed shear stresses from velocity measurements were compared. Bed shear stresses estimated with these four methods agreed reasonably well; of these, the LP method was found to be most useful and reliable. Additionally, the LP method permits the calculation of roughness height, which the other three methods do not. An average value of bed shear stress of 0.46 N/m², roughness height of 4.3 mm, and drag coefficient of 0.0054 were observed within Coombabah Creek. Results are consistent with that reported for several other silty bed estuaries.     

声学与海洋沉积学交叉领域的研究

声学与海洋沉积学交叉领域研究可分为“沉积层声学特性的研究”、“海底高频声散射或低频声反射与底质类型之间关系的研究”、“回声参数反演海底类型技术”和“海底回声图象识别海底沉积类型技术”4个方面的研究,较详细论述了4个方面的国内外研究现状,最后提出了该领域进一步研究的战略思路。     

南黄海和东海“人工水母”投放试验

1984—1986年,作者在南黄海和东海投放大量“人工水母”测量底层流。本文介绍了“人工水母”的投放、回收和漂流概况,根据这一实验结果,参考有关黄、东海海流研究的成果,绘出了调查试验海区的底层流模式。     

Optimum design of Ocean bottom seismometers

Ocean bottom seismometers (OBS) have been widely used during the past decade to collect seismic data for determination of the structure of the oceanic lithosphere, stress patterns in regions of earthquake activity, and geoacoustic parameters of the ocean floor. Data quality from these experiments has often been disappointing because of poor signal quality and high noise levels. Many of these problems result from motion of the OBS package that is decoupled from motion of the ocean floor. These coupling problems are more serious in the ocean than on land because of the low shear strengths of most ocean sediments. In this paper we continue to develop the theory of coupling of OBSs to soft sediments and arrive at results suggesting that OBS packages should be designed with: (1) the minimum mass possible, (2) radius of area in contact with the sediment proportional to the cube root of the mass, and the maximum radius less than 1/4 of the shear wavelength, (3) density of the OBS approximately that of the sediment, (4) a low profile and a small vertical cross section with water, and (5) low density gradients, and maximum symmetry about the vertical axis. Agreement of the theory with test data is good; most deviations are reasonable, given limitations of the theory and experiments. The theory also suggests that the coupling frequency, the frequency above which the OBS does not follow the motion of the sediment, is directly proportional to the sediment shear velocity.     

Variability of Current Structure Due to Meso-Scale Eddies on the Bottom Slope Southeast of Okinawa Island

The relationship between the vertical profile of current on the bottom slope southeast of Okinawa Island and the offshore meso-scale eddy propagated from the east was examined by combined use of the data obtained by a moored upward-looking ADCP (Acoustic Doppler Current Profiler), PIES (Inverted Echo Sounder with Pressure gauge), hydrographic surveys and satellite altimetry during a period from November 2000 to August 2001. The variability of current component parallel to the isobath in the layer over 600 m is found to be markedly different from that in the layer below 600 m. The current variability in the upper and the lower layer can be well explained by the first and second modes of the EOF (Empirical Orthogonal Function) decomposition. The PIES and the sea surface height anomaly data suggest that the first mode represents the surface-trapped current associated with the approach of the offshore meso-scale eddy from the east, whereas the second mode has a bottom-intensified structure. The second mode velocity tends to delay to the first mode. The hydrographic data derived from CTD (Conductivity-Temperature-Depth meter) and PIES data along the line across the isobath suggest that the second mode component is generated by the interaction between the meso-scale eddy and the bottom topography.     

海底声散射特性研究进展

海底是水下声场的重要边界,其声散射特性对水下声场空间结构及分布规律具有至关重要的影响。对目前国际上海底声散射特性研究方面的进展进行了系统的分析和总结,从海底声散射测量技术、海底声散射特性及机理、海底声散射预测模型3个方面进行了论述,并提出了未来研究的方向、研究重点与难点。该工作对于充分了解和认识海底声散射研究的目前现状和未来发展趋势具有很好的借鉴和指导意义。     

海底地震仪及其国内外发展现状

以改进型得克萨斯海底地震仪为主线,详细描述了海底地震仪的工作原理、主要仪器参数、观测方式和回收方法,同时,对美国、日本等几个国家和地区海底地震仪研制和实际观测工作方面的发展状况作了简要介绍,并对海底地震仪的发展趋势和应用前景作了展望。     

Shoaling waves: A discussion

Surface gravity waves are commonly observed to slow down and to stop at a beach without any noticeable reflection taking place. We assume that as a consequence the waves are continuously giving up their linear and angular momenta, which they carry with them, along with energy, as they propagate into gradually decreasing mean depths of water. It takes a force to cause a time rate of decrease in the linear momentum and a torque to produce a time rate of decrease in the angular momentum. Both a force and a torque operate on the shoaling waves, due to the presence of the sloping bottom, to cause the diminution of their linear and angular momenta. By Newton’s third law, action equals reaction, an equal but opposite force and torque are exerted on the bottom. No other mechanisms for transferring linear and angular momenta are included in the model. Since the force on the waves acts over a horizontal distance during shoaling, work is done on the waves and energy flux is not conserved. Bottom friction, wave interaction with a mean flow, scattering from small-scale bottom irregularities and set-up are neglected. Mass flux is conserved, which leads to a shoreward monotonic decrease in amplitude consistent with available swell data. The formula for the time-independent force on the bottom agrees qualitatively with observations in seven different ways: four for swell attenuation and three for sediment transport on beaches. Ardhuin (2006) argues against a mean force on the bottom that is not hydrostatic, mainly by using conservation of energy flux. He also applies the action balance equation to shoaling waves. Action is a difficult concept to grasp for motion in a continuum; it cannot be easily visualized, and it is not really necessary for solving the shoaling wave problem. We prefer angular momentum because it is clearly related to the observed orbital motion of the fluid particles in progressive surface waves. The physical significance of wave action for surface waves has been described recently by showing that in deep water action is equivalent to the magnitude of the wave’s orbital angular momentum (Kenyon and Sheres, 1996). Finally, Ardhuin requires that there be a significant exchange of linear momentum between shoaling waves and an unspecified mean flow, although the magnitude and direction of the exchange are not predicted. No mention is made of what happens to the orbital angular momentum during shoaling. Mass flux conservation is not stated.