96孔酶标板法测定中国对虾血淋巴上清液抗菌活力和酚氧化酶活性的初步研究

用96孔酶标板法测量单尾中国对虾血淋巴上清液抗菌（Uα）应力和过氧化酶活性。实验表明，该法具有以下优点：1）可测定大批单尾对虾血淋巴上清液的抗菌活力，酚氧化酶活性；2）所需对虾血淋巴上清液微量化；3）用酶标仪读取酶的活性，减少了不同试验者人为读数时的误差；4）重复性高。     

用臭氧处理海水对鱼虾的急性毒性效应研究

本实验检测了不同浓度臭氧残留对中国对虾(Penaeus chinensis)、牙鲆（Paralichthys oilvaceus）存活率的影响。结果表明，对虾的耐受力要比牙鲆鱼强，中国对虾在臭氧浓度≥1.0mg/L时，可存活至少48h，而芽鲆在此浓度下3h后，即出现鳃部充血肿胀、呼吸频率加快等不适应现象，48h LC50为0.13mg/L。如果能正确控制臭氧的残留量，利用臭氧净化养殖用水是一个不容质疑的水质净化的好方法。     

闽南近海尖头斜齿鲨的生殖生物学研究

尖头斜齿鲨(Scoliodon laticaudus)是暖水性小型鲨鱼,为有胎盘胎生种类.在闽南近海,其雄鱼的性成熟长度为382～448mm,雌鱼的性成熟长度为405～467mm,1994年5月至1995年4月的周年随机采样中,雌鱼在群体中所占比例为53.0%.雌鱼的妊娠开始于1～4月,同年的6～8月分娩,妊娠期为5～6个月.尖头斜齿鲨雌鱼每个子宫一次妊娠怀胚胎1～12尾,其中3～6尾者占67.8%.雌鱼一次妊娠产仔鱼2～24尾,平均9.1尾,其中6～13尾占70%;57%的母体左右子宫内胚胎数相同.胚胎数量随母体全长的增大而呈线性增加.雌性尖头斜齿鲨生殖周期约为2年,一生生殖2～3次,生殖能力较低.尖头斜齿鲨胚胎在分娩时全长138～142mm,与雌鱼性成熟长度的比为0.30～0.35,胚胎的雌雄比为1.17:1.同一子宫内及左右两子宫中的胚胎发育情况均基本相同.另外还讨论了鲨鱼资源的保护和管理问题.     

分形分析方法在海冰趋势预测中的应用

根据渤海北部1966——2001海冰冰级年际变化的实际资料，利用R／S分析的原理和方法计算了H指数，建立了R(i)/S(i)与i的关系式，对渤海北部海冰趋势进行了预测分析。结果表明，利用分形分析方法进行海冰趋势预测不仅方法简便，而且结论具有客观性，可以将其作为海冰趋势预测中较为有效的一种方法。     

冲绳海槽北部表层沉积物中底栖有孔虫分布及其与海洋环境的关系

对1999年6月采自冲绳海槽北部的62个表层沉积物样品进行了底栖有孔虫分析。研究表明，该区属种多为中外陆架和上部陆坡常见底栖有孔虫，其中Cibicides pseudoungerianus在研究区域内广泛分布。底栖有孔虫群落明显受研究区水团的制约，该区底栖有孔虫Q型因子分析反映的4个组合分别对应不同的水团影响：组合1以Cibicides pseudoungerianus、Uvigerina sp.、Ammonia ketienziensis、Textularia pseudocarinata为主，代表陆架混合水团影响环境；组合2以Uvigerina peregrina、Beregrina、Bulimina mexicana、Bulimina submarginata、Globocassidulina subglobosa为主，代表黑潮暖流中层水影响下的环境；组合3以喜营养分子Bulimina marginata和Bolivina robusta为主，代表冷涡沉积和上升流沉积区的环境；组合4以Cibicides pseudoungerianus、Globocassidulina subglobosa为主，代表了对马暖流水团影响下的环境，其中水团的氧含量水平和营养状况是影响底栖有孔虫组合变化的主要因素。底栖有孔虫的丰度从西往东依次出现两个丰度高值带，一个位于研究区西部100—140m水深的陆架区，另一个位于400—600m水深的上陆坡，后者可能反映了冲绳海槽大陆坡普遍发育的陆坡上升流现象。     

南海南部晚中新世的放射虫及其环境探讨

南海是东亚古季风产物的主要沉积盆地，保存着比陆地更加完整和连续的沉积记录。详细分析了ODP1143号钻井晚中新世的放射虫化石群，主要根据标志种Diartus petterssoni,D.hughesi和Stichocorys delmontensis等的分布特征，分别建立了南海南部晚中新世的RN6，RN7和RN8等3个放射虫化石带，并讨论了其地层年龄。探讨了以地层中放射虫的丰度变化特征等在南海南部作为东亚古夏季风活动替代性指标的可能性，初步说明东亚古夏季风可能早于8．7Ma B.P．出现，约在8．24Ma B.P.强化达到高峰，认为与印度季风的出现几乎同步或略早。     

唐山市滨海湿地动态演变特征及其机制分析

利用历史资料和Landsat TM卫星遥感图像,研究了唐山市滨海湿地自建国以来的演变特征,着重对1987~2004年陡河———滦河之间的滨海平原湿地类型进行了识别,绘制了不同时期的景观面解译图。利用Mapinfo制图软件计算出两个时期的面积(比例)转化矩阵,显示该区滨海湿地破碎化加重,其动态演变特征呈明显退化趋势,进而提出引起其退化的原因和发展趋势预测。     

九龙江河口区表层水铀同位素的粒级分布

利用微滤和超滤技术研究了九龙江河口区表层水中铀及其同位素组成的粒级分布和地球化学行为.结果表明,溶解态(<0.4μm)中低分子量组分(<10 000 u)占主要份额,胶体态(10 000 u~0.4μm)238U所占比例不足1%,且随盐度的增加其所占份额逐渐降低.溶解态、低分子量组分和胶体态238U的比活度与盐度之间存在良好的线性正相关关系,证实它们在九龙江河口区呈现保守行为.在颗粒态(>0.4μm)中,各粒级组分238U所占份额主要受控于相应颗粒物的浓度,在盐度小于20的区域,各粒级颗粒组分238U占颗粒态的份额有如下变化次序:10~53μm>2~10μm>0.4~2μm>大于53μm,而在盐度大于30的近外海站位,该次序发生一些变化:0.4~2μm>10~53μm>2~10μm>大于53μm,最小粒级颗粒组分238U的贡献有所增加,反映了自生铀贡献的加强.九龙江河口区表层水中溶解态(包括低分子量组分和胶体态)的234U/238U)_A.R.均大于1,显示出234U过剩的特征,而各粒级颗粒组分中的234U/238U)_A.R.则接近于平衡值(1.0).这一现象与陆地岩石风化过程中水体对铀的淋滤释出量及234U的优先浸出有关.对232Th/238U质量比的研究显示,溶解态及其所包括的低分子量组分和胶体态的232Th/238U质量比均小于1,而颗粒态及其所包括的4个粒级组分中的232Th/238U质量比均大于1,反映了向外海输送过程中铀、钍地球化学行为的差异.     

Modelling the relationship between sexual reproduction and rhizome growth in Posidonia oceanica (L.) Delile

The relationship between flowering and growth performance of Posidonia oceanica (L.) Delile in meadows distributed along the south‐eastern coast of Sicily (Italy) was investigated by means of a statistical model (generalized linear mixed model) combined with the lepidochronological analysis. Over a 28‐year period, 67 floral stalk remains were observed. The highest flowering index was recorded in lepidochronological year 1998 (10.1%) and the Inflorescence Frequency per age showed a clear decrease corresponding to 15‐year‐old shoots. The sexual reproductive event had positive effects on rhizome elongation (cm year^?1) and leaf production (no. leaves year^?1) in the same flowering year, whilst no effect on the rhizome production (mg year^?1) was observed. Rhizome growth variables showed significant negative lagged responses in the two years following flowering. On the whole, we calculated that the effect exerted by flowering, in terms of loss on rhizome elongation and production, was about 27% and 38%, respectively. Although it has been demonstrated that recovery from the stress induced by sexual reproduction is limited to the two years after flowering, the magnitude of the reproductive cost may become quite considerable especially in comparison with the whole lifespan of individual shoots.     

Depth- and current-induced effects on wave propagation into the Altamaha River Estuary, Georgia

A study of sea surface wave propagation and its energy deformation was carried out using field observations and numerical experiments over a region spanning the midshelf of the South Atlantic Bight (SAB) to the Altamaha River Estuary, GA. Wave heights on the shelf region correlate with the wind observations and directional observations show that most of the wave energy is incident from the easterly direction. Comparing midshelf and inner shelf wave heights during a time when there was no wind and hence no wave development led to an estimation of wave energy dissipation due to bottom friction with corresponding wave dissipation factor of 0.07 for the gently sloping continental shelf of the SAB. After interacting with the shoaling region of the Altamaha River, the wave energy within the estuary becomes periodic in time showing wave energy during flood to high water phase of the tide and very little wave energy during ebb to low water. This periodic modulation inside the estuary is a direct result of enhanced depth and current-induced wave breaking that occurs at the ebb shoaling region surrounding the Altamaha River mouth at longitude 81.23°W. Modelling results with STWAVE showed that depth-induced wave breaking is more important during the low water phase of the tide than current-induced wave breaking during the ebb phase of the tide. During the flood to high water phase of the tide, wave energy propagates into the estuary. Measurements of the significant wave height within the estuary showed a maximum wave height difference of 0.4 m between the slack high water (SHW) and slack low water (SLW). In this shallow environment these wave–current interactions lead to an apparent bottom roughness that is increased from typical hydraulic roughness values, leading to an enhanced bottom friction coefficient.