基于环境DNA宏条形码技术的水体无脊椎动物多样性研究：以广州海珠湖为例

于2021年1月,利用环境DNA宏条形码（eDNA）技术,对广州海珠国家湿地公园海珠湖的水体和沉积物进行无脊椎动物多样性和群落结构调查,并比较了eDNA和传统形态学鉴定对浮游动物的检出能力。结果表明：eDNA检出海珠湖无脊椎动物9门16纲34目71科93属137个可操作分类单元（OTUs）;其中,水采样品中共检出9门50属68个OTUs,网采样品中共检出6门27属35个OTUs,沉积物休眠卵样品中共检出9门70属103个OTUs。水采和网采样品中,主要的无脊椎动物均为轮虫动物门和节肢动物门;沉积物中主要的无脊椎动物为环节动物门和节肢动物门。沉积物休眠卵OTU丰富度最高,水采样品的OTU丰富度高于网采样品。比较浮游动物的形态鉴定和eDNA鉴定,发现后者在属水平上能鉴定出更多的种类;形态学鉴定的桡足类（100%）和多数轮虫（58.82%）可被eDNA注释出,而eDNA注释出的多数桡足类（71.43%）和轮虫（58.82%）在形态学鉴定中未发现;eDNA未注释出枝角类。结果表明,eDNA在无脊椎动物调查中具有较高的应用潜力,与传统形态学鉴定组合应用能更全面地了解无脊椎动物的种类和水生生物多样...     

鲢鳙对浮游动物群落结构的影响

1990年4—7月,在武汉东湖运用围圈的方法,研究了鲢(Hypophthalmichthys molitriac)、鳙(Aristichthys nobilis)对浮游动物群落结构的影响。观察表明:在鲢鳙混养的围圈中,原生动物和小型轮虫的数量较多,而甲壳动物和大型轮虫较少。在无鱼的围圈中,结果正好相反。就浮游动物平均生物量而论,无鱼的两个围圈(55.035mg/L和38.374mg/L)比鲢鳙混养的两个围圈(3.028mg/L和3.490mg/L)高得多。甲壳动物(无节幼体除外)的体长频度分布表明:在无鱼的围圈中,大型甲壳动物的频度比有鱼的围圈高得多。围圈实验表明:鲢鳙的摄食促进了浮游动物向小型化方向发展。     

台风海况下半潜式钻井平台动力性能监测与分析

半潜式钻井平台在海洋油气资源开发中发挥着重要作用,目前主要采用模型试验和数值模拟方法对其动力性能进行研究,非常缺乏台风等极端海况下半潜式平台动力响应的实海域监测数据。以某半潜式钻井平台为研究对象,构建了一套比较完善的平台动力性能监测系统,并对台风“杜苏芮”过境阶段的监测数据进行了分析。根据平台艏部气隙及运动监测数据推算了平台吃水及环境波高;采用随机波浪的统计分析方法,计算得到短期海况的有效波高、谱峰周期、能量谱等信息,通过与多种典型海浪谱对比发现Jonswap谱与所测波谱吻合较好;对平台的横摇、纵摇及垂荡运动进行了时域统计分析和频域谱分析,得到了台风海况下被测平台波频运动的实际响应特征,对于指导平台抗台作业具有重要意义。     

立柱直径比对四立柱平台涡激运动性能影响的数值研究

与单立柱平台(Spar)类似,四立柱平台在洋流作用下也容易发生涡激运动,对锚泊和立管系统的疲劳寿命产生不利影响。一种非对称半潜式平台具有两种不同尺寸的立柱,立柱直径比对非对称平台涡激运动性能的影响尚需深入研究。采用计算流体力学(CFD)方法,对直径比分别为1.0、1.5和2.0的立柱组合在两种不同角度水流作用下的运动响应进行了二维数值模拟,分析发现:立柱直径比不为1时四立柱平台也具有明显的涡激运动,其横荡运动具有显著的锁定现象;在广义折合速度定义下,与相同直径的四立柱平台相比,立柱直径比不为1时其横荡运动锁定区间变宽且滞后,横荡响应幅值的峰值具有明显差异;在所研究的直径比范围内,大直径立柱在上游时涡激运动响应比其在下游时更显著,且这种差异随着直径比变大而变大。     

OIPC和RCWIP降水氢氧稳定同位素数据在新疆天山地区的适用性

降水中氢氧稳定同位素的空间分布是同位素水文学和同位素生态学研究的基础资料, 近年来高空间分辨率的氢氧稳定同位素分布数据产品获得了越来越多的重视。利用新疆天山地区实测降水同位素数据, 评估两套常用的全球降水同位素分布模拟数据（OIPC和RCWIP）的适用性。结果表明： 从时间尺度来看, 两套产品在夏半年（4 - 10月）的模拟效果明显优于冬半年（11月 - 次年3月）; 在各自然区中, 准噶尔盆地荒漠自然区的模拟效果相对较好, 而吐鲁番盆地-哈密（戈壁）荒漠自然区模拟效果相对较差。通过均方根误差、 线性判定系数、 平均偏置误差、 平均绝对误差等指标的比较, 在本研究区内RCWIP数据产品对降水同位素值的模拟效果比OIPC的效果好。结合乌鲁木齐多年降水氢氧稳定同位素数据, 发现降水同位素年际变化差异并未明显影响到代表性, 在缺乏长期监测的情况下这两套数据仍有重要的使用价值。     

Characteristics and origins of middle Miocene mounds and channels in the northern South China Sea

Numerous elongated mounds and channels were found at the top of the middle Miocene strata using 2D/3D seismic data in the Liwan Sag of Zhujiang River Mouth Basin(ZRMB) and the Beijiao Sag of Qiongdongnan Basin(QDNB). They occur at intervals and are rarely revealed by drilling wells in the deepwater areas. Origins of the mounds and channels are controversial and poorly understood. Based on an integrated analysis of the seismic attribute, palaeotectonics and palaeogeography, and drilling well encountering a mound, research results show that these mounds are dominantly distributed on the depression centres and/or slopes of the Liwan and Beijiao sags and developed in a bathyal sedimentary environment. In the Liwan and Beijiao sags, the mounds between channels(sub) parallel to one another are 1.0–1.5 km and 1.5–2.0 km wide, 150–300 m and 150–200 m high, and extend straightly from west to east for 5–15 km and 8–20 km, respectively. Mounds and channels in the Liwan Sag are parallel with the regional slope. Mounds and channels in the Beijiao Sag, however, are at a small angle to the regional slope. According to internal geometry, texture and external morphology of mounds, the mounds in Beijiao Sag are divided into weak amplitude parallel reflections(mound type I), blank or chaotic reflections(mound type II), and internal mounded reflections(mound type Ⅲ). The mounds in Liwan Sag, however, have the sole type, i.e., mound type I. Mound type I originates from the incision of bottom currents and/or gravity flows. Mound type II results from gravity-driven sediments such as turbidite. Mound type Ⅲ is a result of deposition and incision of bottom currents simultaneously. The channels with high amplitude between mounds in the Beijiao and Liwan sags are a result of gravity-flow sediments and it is suggested they are filled by sandstone.Whereas channels with low-mediate amplitudes are filled by bottom-current sediments only in the Beijiao Sag,where they are dominantly composed of mudstone. This study provides new insights into the origins of the mounds and channels worldwide.     

多参数水质测试仪在海洋环境污染应急监测中的应用

文章以2012年新加坡籍"BARELI"轮触礁事故后的海洋环境污染应急监测为例,对多参数水质测试仪的基本情况、操作步骤、监测结果和质量保证等进行简述。多参数水质测试仪具有便携性、易于操作性、测试快捷性和数据准确性等优势,应用效果良好,适用于海洋环境监测尤其是应急监测,应促进其标准化、规范化和业务化推广使用。     

琼东南盆地北礁地区梅山组丘形反射特征

目前琼东南盆地北礁凹陷中中新统梅山组顶部丘形反射引起广泛关注,但对其成因有不同认识。本文通过高精度二维、三维地震、钻井资料,研究丘形反射的特征。研究表明北礁地区梅山组顶部发育近东西向展布的长条形丘体,丘间为水道,丘内为中-弱振幅的地震反射,与西南部强振幅水道砂岩形成鲜明的对比,波阻抗反演揭示丘内为低波阻抗,属泥岩范畴。梅山组塑性丘内地层发生重力扩展,在其上覆的脆性地层（强振幅砂岩和弱振幅泥岩）发育多边形断层,反推出梅山组形成于深水环境,丘为泥丘,沉积环境分析也认为北礁凹陷中中新世为半深海沉积,梅山组的丘-谷分别对应上覆地层的谷-丘,认为是底流剥蚀/沉积成因。本文的研究对南海北部丘形反射的认识有重要意义,并可降低油气探勘风险。     

Model tests on installation and extraction of suction caissons in dense sand

A series of model tests were performed on steel- and Perspex-made suction caissons in saturated dense marine sand to explore installation and extraction behaviors. The extractions of the caisson were conducted by applying monotonic loading or by pumping water into the caisson. Responses of suction caissons to pullout rates, aspect ratios, and extraction manners were examined. Test results show that a cone-shaped subsidence region occurs around the suction caisson during the suction-assisted installation. The pullout bearing capacity of the suction caisson in sand is dominated by the loading rate and the loading manner. For the suction caisson subjected to monotonic loading, the maximum bearing capacity is reached at the pullout rate of about 20.0?mm/s. The mobilized vertical displacement corresponding to the pullout capacity increases with increasing the pullout rate. The passive suction beneath the suction caisson lid reaches the maximum value when the pullout bearing capacity is mobilized. In addition, during the suction caisson extracted by pumping water into the caisson, the maximum pore water pressure in the caisson is obtained under the displacement of approximately 0.04 times the caisson diameter. The absolute values of the maximum pore water pressures for the suction caissons approximately equal those of the maximum vertical resistances at the monotonic pullout rate of 5 mm/s. When the vertical displacements of the suction caissons with the aspect ratio of 1.0 and 2.0 reach 0.92 and 1.77 times the caisson diameter, respectively, the seepage failure occurs around the caissons. Using a scaling method, the test results can be used to predict the time length required for the prototype suction caisson to be extracted from the seabed.     

机载LiDAR海岸地形测量技术及其应用

机载LiDAR测量技术发展迅速,应用日益广泛。概括了机载LiDAR测量技术发展、工作原理和应用现状,结合海洋测绘需求,论述了机载LiDAR技术应用的可行性、方法和精度,分析了海岸地形测绘应用的前景,为提高作业部门新技术的理论基础,推进机载LiDAR测量技术在海洋测绘领域的应用提供支持。