浙江近海海洋鱼类增殖放流现状分析

20世纪80年代以来,浙江近海的主要渔业资源呈现衰退趋势,因此从2000年至今相关单位持续开展人工增殖放流以修复渔业资源。文章基于2017—2021年浙江近海鱼类增殖放流统计数据作出分析,对比放流资金、放流数量、放流物种等变化趋势得出：2017—2021年主要在浙江近海12处重要的增殖放流海域投放了大黄鱼（Larimichthys crocea）、黑鲷（Acanthopagrus schlegelii）、黄姑鱼（Nibea albiflora）、条石鲷（Oplegnathus fasciatus）等16种海洋鱼类,累计投入放流资金11 285.9万元,投放海洋鱼类苗种共计46 799.8万尾,其中标志鱼投入共330.1万元,放流苗种48.8万尾。调查和文献报道显示,增殖放流对增加浙江近海海洋鱼类生物资源量、恢复海洋鱼类群落结构、保护海洋生物多样性,促进海洋渔业的发展等方面起到积极的作用。根据调研情况和相关文献梳理了增殖放流存在的问题并提出了相关的改进建议,以期为今后科学规范实施增殖放流提供参考。     

香港一富营养河港内的底泥耗氧和营养盐释放

Tolo Harbour has received massive discharges of municipal sewage, agricultural wastes and cottage industrial effluents, via three river systems, in the past two decades before the mid Eighties. The Harbour is almost land locked and poorly flushed. The soft sediment acted as a sink for nutrients and organic pollutants. After a decade of efforts in establishing and enforcing water pollution control legislations and upgrading wastewater treatment facilities, the sediments have turned into sources of nutrients and exert a measurable oxygen demand upon the overlying waters. In vitro measurements showed that the sediments oxygen demand (SOD) was between 17.6 and 54.3 mgo₂ · m^-2 · h^-1. The maximum rates of release of ortho-phosphate phosphorus and ammonia nitrogen were 15.0 and 206.0 mg · m^-2 · h^-1, respectively.     

基于植物昼夜释氧变化规律的复合垂直流人工湿地氮形态

为了研究植物根系释氧规律对人工湿地中硝化与反硝化作用的影响,采用传统连续运行方式及根据释氧规律调节的新型运行方式(白天连续进水、夜间停水),在复合垂直流人工湿地小试系统中进行实验,采用代表性的挺水植物香蒲作为湿地植物,水力负荷为0.71 m3/(m2.d).结果表明:系统内白天以好氧的硝化作用为主,夜间以厌氧、缺氧的反硝化作用为主,且在新型运行方式下,系统内白天亚硝酸盐氮累积量为传统运行方式的5倍,硝酸盐氮累积量为其2倍,夜间亚硝酸盐氮和硝酸盐氮减少量又分别比传统运行方式高64%和26%.这说明在新型运行方式下,人工湿地脱氮效果优于传统运行方式.     

The principle of coupled stress release model and its application

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Density effects on solute release from streambeds

Contaminants that entered the streambed during previous surface water pollution events can be released to the stream, causing secondary pollution of the stream and impacting its eco-environmental condition. By means of laboratory experiments and numerical simulations, we investigated density effects on the release of solute from periodic bedforms. The results show that solute release from the upper streambed is driven by bedform-induced convection, and that density effects generally inhibit the solute release from the lower streambed. Density gradients modify the pore water flow patterns and form circulating flows in the area of lower streambed. The formation of circulating flows is affected by density gradients associated with the solute concentration and horizontal pressure gradients induced by stream slope. The circulating flows near the bottom of the streambed enhance mixing of the hyporheic zone and the ambient flow zone.     

声学应答释放器电路部分可靠性分析

声学应答释放器是一种对可靠性要求很高的海洋环境监测设备,文中对国家海洋技术中心研制的声学应答释放器进行了可靠性分析。首先介绍了声学应答释放器的电路构成及功能;然后依据可靠性建模相关理论完成电路部分可靠性模型建立,依据可靠性模型,预计了设备的固有可靠度;最后有针对性地提出改进措施,用于指导声学应答释放器设计,为释放器技术研究提供计算模型与可借鉴的经验。     

华北地区地震活动矩加速释放现象的震例研究

通过对华北地区13次Ms5级以上地震在震前不同时间的贝尼奥夫应变释放曲线的特征进行分析,得出大部分中强地震前存在地震矩释放加速现象,同时从空间上分析了应变释放特性与地震的关系,发现很多地震在震前1～2年震中附近区域会出现大范围类椭圆形的低m值区域,这个区域与未来主震的位置有着很好的对应,这为华北地区未来中强地震的危险性判定提供了参考。     

Excitation of ion waves by charged dust beams in ionospheric aerosol release experiments

Ion waves excited by charged dust beams streaming across or along the geomagnetic field in the ionosphere may be generated by plasma instabilities during aerosol release experiments. The injection speed of the dust and gas is comparable to or larger than the ion thermal speed in the background plasma. The dust grains can get charged by plasma collection from the ambient ionosphere, and can thus act as a charged beam that excites instabilities in the background plasma. The theory is applied to relatively early time scales of the order of in the dust-gas cloud expansion, with wave frequencies that are larger than the ion gyrofrequency, and collisions with neutrals are included.     

全国自动地震速报系统综合评估

通过对2011年1月1日至12月31日的3套独立自动地震定位系统结果进行综合处理,得出中国自动地震综合目录,并与正式速报结果进行对比,得出全国自动地震速报系统综合评估结果,发现该目录对于国内绝大部分5级以上、国外7级以上地震实现整体覆盖,且没有误报发生,可以作为国家台网中心正式地震速报的重要参考,对于建立“自动报～正式报”的两级地震速报制度可提供技术支撑。     

水合物分解对桩基础应力和变形影响的研究

赋存于海底沉积物中的天然气水合物与固体颗粒相互胶结,增加了沉积物的强度,一旦水合物分解,会引起沉积物剪切强度降低,如果在含有水合物层上面或附近存在桩基础,必然影响其稳定性。本文采用应力释放法,通过数值计算,分别讨论了桩基础底部位于含水合物地层不同深度时,水合物分解对桩基础应力和变形的影响规律。计算结果表明,随着水合物分解过程中的模量软化和强度衰减,桩基础的水平和竖向位移增大,由于地基水平,土体没有驱动剪应力,水平位移增加不大,地基和桩基础主要表现为竖向沉降;桩底部位于水合物层中间的桩基础的沉降变形,比桩底穿过水合物层的桩基础大,在桩基础及其附近的土体产生较大的应力。