平均大潮高潮面的计算方法与比较

平均大潮高潮面在我国用作海洋测绘净空信息表示的参考面。论证了该特征潮面的定义,扩充了其含义范围,将回归潮高高潮位应用为平均大潮高潮位。分析描述了实测潮位和预报潮位统计计算方法,比较了统计方法与潮汐特征值算法的符合度,计算了平均大潮高潮位与理论最高潮位的比率。基本研究结论是:对规则半日潮和规则日潮海域,统计算法和特征值算法的结果较为一致,而混合潮海域,两种特征潮位之间存在明显差异,平均大潮高潮位计算的相关问题需深入系统论证。     

日潮特征海域回归潮平均高高潮位的计算方法

针对海岸线定义不适用于日潮特征海域的问题,分析了不同潮汐类型海域潮汐高潮位与月相和月赤纬间关系,提出并实现了日潮特征海域顾及日潮龄值的回归潮平均高高潮位计算。结果表明,在不规则日潮海域月赤纬极值与回归潮高高潮位表现出强相关性。海岸线定义明确为平均大潮高潮面或回归潮平均高高潮位与海岸的交接线更科学。     

平均大潮高潮面的科学定位和现实描述

在对平均大潮高潮面进行科学定位的基础上,进一步阐明了我国海岸线(岛屿岸线、明礁、灯塔)起算面的定义。引入了三个国标的定义和沿海五省制定的法律条例的规定,结合东海及其岛屿海岸线不同起算面的计算算例,论证了我国海岸线就是平均大潮高潮面形成的实际痕迹线,并以此作为海陆分界线的科学定位和现实意义,澄清了在这一领域存在的一些异议和模糊认识。同时,并就这一重要的基准面进行现实的描述,以期服务于当前我国沿海经济建设、海域使用管理、海岸带开发和有关专项调查以及海洋测绘事业中。     

Algorithm for Calculating the Mineralization of Riverine Waters and Salinity of Estuarine Waters from Conductivity Data

Oceanology - The empirical relationship between the mineralization of riverine waters and specific conductivity normalized to 15°C was obtained in testing Razdolnaya River water from March...     

涨落潮历时时间不等显著海区的水位改正问题

在涨潮、落潮历时时间不等显著的特殊海区实施水深测量水位改正,不合理的计算潮时差将与实际产生明显差异。分析了涨落潮历时时间不等产生的原因,推导了涨落潮历时时间的近似计算公式,为保证水深测量成果质量,提出了在类似海区应逐日分别计算涨潮和落潮时段的潮时差以实施较合理水位改正。     

Preliminary Differences in Mean Water Level Between Tide Gauges Along the South American Pacific Coast

Geodetic survey records for a meridional chain of first‐order leveling spanning 50 latitude degrees are available at the Defense Mapping Agency Topographic Center (DMATC) for the Pacific coast of South America. The coastal route from Talara, Peru, to Puerto Montt, Chile (37° of latitude or 4,100 kilometers of arc), has been analyzed to evaluate the accuracy of the leveling and to determine whether or not “mean water level” (MWL) has a slope relative to the equipotential surface passing through Talara. A provisional meridional, sea‐level profile is discussed in terms of the magnitudes of the different kinds of measurement uncertainties.     

Semidiurnal Dynamics of Salinity, Nutrients and Suspended Particulate Matter in an Estuary in the Seto Inland Sea, Japan, during a Spring Tide Cycle

The physical and chemical variability of the water column at subtidal station of an estuary in the Seto Inland Sea, Japan, was studied over a 24-hour period during a spring tide (tidal range ca. 2 m) in May 1995. Surface water and several depths through the water column were monitored every one and two hours, respectively. At each occasion, water temperature, salinity and dissolved oxygen concentration were measured and water samples were collected for the determination of nutrients and suspended particulate matter (SPM). Disruptive changes in the physical and chemical characteristics of the water was produced by the tidal cycle and the mixing of water masses of different origin. These changes were highly significant both spatially and temporally, yet with varying effects on physical parameters, nutrients and the different components of SPM. Significant differences in nutrient concentrations were also observed when the data-set was divided into ebb and flood components, irrespective of the depth. Nitrate and nitrite rose to 1.8 times higher during the flood. Spatial differences of SPM were less marked than those of nutrients, only particulate organic carbon (POC) being significantly higher at the surface than in the intermediate and the lower layer. Both POC and pheopigment concentrations increased markedly through the water column, being highest shortly before the lower low tide. In contrast, suspended solid (SS) content increased sharply after the lower low tide (>40 mg l⁻¹) and this coincided with a marked decrease of the C/SS content (<20 mg g⁻¹). The lagtime between POC and SS tidal transport was caused by particle resuspension from the exposed intertidal sediments as the tidal level rose, and particle transport selection in relation to the tidal state. This revised version was published online in August 2006 with corrections to the Cover Date.     

胶州湾水域有机农药HCH的分布及水质标准

根据1986年4、7和10月的胶州湾水域调查资料,通过对有机农药HCH在胶州湾水域的分布、来源和季节变化的分析,研究结果表明：HCH含量在整个胶州湾水域都非常低,在这1 a中都〈0.100μg/L,在胶州湾水域HCH含量都优于国家一类海水水质标准,水质在HCH含量方面更加清洁;水体中HCH的表层含量已经没有季节变化,这...     

渤海平均海平面及多年一遇极值水位的计算

利用区域大气模拟系统(RAMS)大气模式给出的30 a风场资料作为上边界风应力强迫,用普林斯顿大洋模式(POM)对渤海的潮流和潮位进行了30 a数值计算.给出了M2,S2,O1,K1四个分潮的同潮时线和等振幅线,与环渤海19个验潮站观测的调和常数对比发现,M2分潮振幅的平均误差为4.5 cm,迟角的平均误差为4.2°.分析了渤海海域环流、风海流和潮流的基本特征,并与前人的结果进行比较,两者基本一致.计算了渤海1 000多个网格点的平均海平面高度,比较结果表明,其准确度较高.最后给出了渤海各点的最高和最低天文潮位以及百年一遇极值水位,比较结果表明,虽没有进行单独的风暴潮计算,但计算结果较好地反映了渤海各种水位的特征.     

利用验潮和GPS观测技术监测海平面绝对变化

GPS技术可以确定验潮站水准点的地壳垂直形变,结合验潮数据获得的海平面相对变化,可以确定海平面的绝对变化。采用我国3个沿海验潮站两期GPS观测数据,计算了这些点位的地壳垂直运动速率。提出要监测验潮站的地壳垂直运动,最好采用多年连续GPS观测数据。