Year-to-year change in water exchange characteristics in a semi-enclosed bya,Lake Hamana

The year-to-year change in characteristics of water exchange between Lake Hamana, a semi-enclosed bya, and the adjacent open sea is investigated.The destruction of the bay mouth by a typhoon in 1953 and subsequent stabilization work on the bay mouth from 1954 to 1973 resulted in an increase in the tidal prism volume of the bay (Mazda, 1983). In the present paper, a simple model has been constructed in which the magnitude of water exchange depends on the tidal prism, and using this model, the year-to-year increase in salinity of the bay water after 1953 can be well explained. Consequently, it can be said that the salinity increase after 1953 is a result of a progressive increase in water exchange caused by successive changes in topography of the bay mouth.The extent of water exchange in Lake Hamana, which varies seasonally, has increased gradually since 1953, and became stable after about 1967. For instance, at present the turnover time of the bay for exchange with open sea water reaches a maximum (2.9 months) in January and a minimum (0.9 month) in October, while in 1955 it is estimated to have been about 2.5 times that at the present time.     

Water exchange in a time-varying transport field

The average residence time and the remnant function which are quantitative expressions of water exchange in coastal waters are investigated in a timevarying transport field by using a simple model. It is shown that the influence of temporal variation on the average residence time and concentration is small, when the ratio of the period of variation to the average residence time in the average state is small, and the influence is large when the ratio is large. The results are applied to the Seto Inland Sea, Lake Hamana, and Osaka Bay.     

象山港多年围填海工程对水动力影响的累积效应

由于土地资源开发和围塘养殖等需要,多年以来象山港实施了大量的围填海工程.单个的小面积围填海工程对海湾的影响并不大,但是在较长时间段内,多个围填海工程的累积效应却比较明显.本文在POM(Princeton Ocean Model)模型的基础上,利用动边界处理技术,针对1963,2003和2010年3个不同时期的岸线与地形...     

Numerical Simulation of Water Exchange Characteristics of the Jiaozhou Bay Based on A Three-Dimensional Lagrangian Model

Based on theory of three-dimensional hydrodynamics,an Euler-Lagrangian particle model is established to study the transport and water exchange capability in the Jiaozhou Bay.The three-dimensional hydrodynamic model,driven by tide and wind,is used to study the effects of wetting and drying of eatuarine intertidal flats by the dry-wet grid technology based on the Estuarine,Coastal and Ocean Model (ECOM).The particle model includes the advection and the diffusion processes,of which the advection process is simulated with a certain method,and the diffusion process is simulated with the random walk method.The effect of the intertidal zone,the turbulent diffusion and the timescales of the water exchange are also discussed.The results show that a moving boundary model can simulate the transport process of the particle in the intertidal zone,where the particles are transported for a longer distance than that of the stationary result.Simulations with and without the turbulent random walk show that the effect of turbulent diffusion is very effective at spreading particles throughout the estuary and speeding up the particle movement.The spatial distribution of residence time is given to quantify the water exchange capability that has very important ramifications to water quality.The effect of wind on the water exchange is also examined and the southeasterly wind in summer tends to block the water exchange near the northeast coast,while the northerly wind in winter speeds up the transport process.These results indicate that the Lagrangian particle model is applicable and has a large potential to help understanding the water exchange capability in estuaries,which can also he useful to simulate the transport process of contaminant.     

Exchange of water in a stratified estuary with an application to Krka (Adriatic Sea)

A method of computing the exchange time of freshwater and marine water in a stratified estuary is presented. The method is based on the inflow of the river and its tributaries, the depth of the halocline and salinity in the upper brackish water layer. Exchange time of freshwater and seawater in the Krka Estuary is shorter during winter than during summer. During winter the exchange time of freshwater is between 6 and 20 days, whereas during summer it is up to 80 days. The exchange time of marine water during winter is from 50 to 100 days, whereas during summer it lengthens to 250 days. The renewal time of water in the Krka Estuary as a whole may be approximated by the exchange time.     

The deep waters of the Eurasian Basin,Arctic Ocean: Geothermal heat flow,mixing and renewal

Hydrographic observations from four separate expeditions to the Eurasian Basin of the Arctic Ocean between 1991 and 2001 show a 300–700 m thick homogenous bottom layer. The layer is characterized by slightly warmer temperature compared to ambient, overlying water masses, with a mean layer thickness of 500±100 m and a temperature surplus of 7.0±2×10⁻³ °C. The layer is present in the deep central parts of the Nansen and Amundsen Basins away from continental slopes and ocean ridges and is spatially coherent across the interior parts of the deep basins. Here we show that the layer is most likely formed by convection induced by geothermal heat supplied from Earth's interior. Data from 1991 to 1996 indicate that the layer was in a quasi steady state where the geothermal heat supply was balanced by heat exchange with a colder boundary. After 1996 there is evidence of a reformation of the layer in the Amundsen Basin after a water exchange. Simple numerical calculations show that it is possible to generate a layer similar to the one observed in 2001 in 4–5 years, starting from initial profiles with no warm homogeneous bottom layer. Limited hydrographic observations from 2001 indicate that the entire deep-water column in the Amundsen Basin is warmer compared to earlier years. We argue that this is due to a major deep-water renewal that occurred between 1996 and 2001.     

深海钢悬链立管触地点动力响应分析

研究深海钢悬链立管(SCR)在海洋环境载荷作用下的动力响应.利用非线性弹簧模拟立管与海床触地点的耦合模型,通过模态分析得到钢悬链立管的动力特性参数;时域动力响应分析获得不同工况下触地点及典型部位的位移、弯矩和应力时程.比较分析表明:浮体垂荡运动对触地点的应力状态影响较大,触地点附近存在钢悬链立管动力响应过程中的位移极值点和弯矩极值点.所提方法为触地点区域模拟分析提供了新思路,给出的分析结论对钢悬链立管设计有一定借鉴意义.     

Oxygen consumption in the epilimnia and hypolimnia of two eutrophic,warm‐monomictic lakes

Oxygen consumption was estimated for two eutrophic New Zealand lakes using a simple 2‐layer model, from estimates of net changes in oxygen, phytoplankton photosynthesis, inflow and outflow, diffusion, eddy diffusion, and changes in the depth of the thermocline. Of the total oxygen consumption, 75–85% occurred in the epilimnia. Epilimetic oxygen consumption per m³ and per m² in Lake Johnson were higher than in Lake Hayes, reflecting known differences in the trophic status of the lakes, but estimates for the hypolimnia of the two lakes were similar. Daily hypolimnetic areal deficits were sensitive to both the depths and time intervals chosen.

In the epilimnia, monthly oxygen production by photosynthesis averaged 1.1 and 1.8 times the initial oxygen content in Lakes Hayes and Johnson respectively. Diffusion appeared to be of similar magnitude to photosynthesis in the isothermal period, but was less important during stratification. Losses to the hypolimnia by eddy diffusion were less than 10% of photosynthesis. Photosynthesis in the hypolimnia contributed 30–40% of the oxygen consumed there and eddy diffusion supplied a further 20%.

In Lake Johnson a 3–5 m stratum of water in the metalimnion became anoxic for 2–3 months each summer while there were still up to 5.2 g.rer³ of oxygen remaining in the hypolimnion. Metalimnetic anoxia is attributed largely to oxygen consumption in situ, resulting from the highly eutrophic state of the lake and intense thermal stratification. Zooplankton respiration accounted for less than 10% of the maximum net decline in metalimnetic oxygen in 1970–71, but was more important in the other 2 years.

Changes in the oxygen content of the hypolimnion indicate that Lake Hayes has become more eutrophic since 1954–55. In Lake Johnson low oxygen concentrations at the autumn overturn (<5 g.m^‐3) represent a threat to the trout population.     

A finite-element,multi-scale model of the Scheldt tributaries,river, estuary and ROFI

We report on the development and validation of a coupled two- and one-dimensional finite-element model for the Scheldt tributaries, river, estuary and region of fresh water influence (ROFI). The hydrodynamic equations are solved on a single, unstructured, multi-scale mesh stretching from the shelf break to the Scheldt tributaries. The tide is forced on the shelf break and propagates upstream in the riverine network. Upstream boundaries lie on sluices or outside of the region of tidal dominance where daily averaged discharges are imposed. Two-dimensional, depth-averaged shallow water equations are solved by means of the discontinuous Galerkin (DG) method over the marine and estuarine parts of the computational domain. In the rivers, however, one-dimensional equations are dealt with using the DG method with the addition of a technique to cope with confluence points. Model parameters are carefully calibrated, leading to the simulation of wind- and tide-forced flows that are in excellent agreement with available data. The diffusivity in the transport equation is calibrated using time series of salinity at various locations in the estuary. Finally, the Lagrangian residual transport in the estuary and the adjacent coastal zone is investigated. This work is a major step towards an integrated model for studying the dynamics of waterborne contaminants and the water renewal timescales in the Scheldt land-sea continuum.     

近十年来渤海湾围填海工程对渤海湾水交换的影响

近十年来我国海岸带地区快速城市化,对土地的需求持续高涨,导致沿海地区围海造地现象愈演愈烈,海湾纳潮海域面积持续萎缩,对海湾的水交换带来了较大压力。为此,选取我国海岸带快速城市化的典型区域——渤海湾为例,研究近十年来渤海湾海岸带城市化对渤海湾水交换的影响。基于国际流行的MIKE3水动力模型耦合粒子追踪模块,应用2000年和2010年两个典型年份的渤海湾岸线资料,分别计算了2000年和2010年渤海湾环流系统及其驱动下的水质点运移规律和变化特征。研究将渤海湾划分为8个区块,定量化研究和对比了近十年来由于渤海湾持续围填海导致的海湾水存留时间和不同区块水交换能力的变化。结果表明,随着近十年来渤海湾沿岸快速城市化产生的岸线变化,导致湾内环流涡旋增多,决定湾内水交换的流场结构发生了显著变化,导致各区块的水交换能力和平均水存留时间不仅存在较大差异,而且发生了显著的变化。与2000年相比,2010年天津港、黄骅港和曹妃甸港区海域的平均水存留时间明显增加,水交换率下降,对区域水质的改善十分不利。     

东沙群岛西南冷涡的海水理化特性

东沙群岛西南海区的溶解氧、活性磷酸盐和活性硅酸盐100m层四季的平面等值线出现封闭或半封闭的分布,表明了该海域气旋型涡旋的终年存在,溶解氧饱和度的断面分布也证实了东沙群岛西南海域终年存在下层海水抬升,并表明冷涡轴随深度增加而向东南方向倾斜。温度、盐度、溶解氧.活性磷酸盐在表层都有一均匀层,次表层有一跃层,而深层值则季节变化不大。     

Vertical two-dimensional mechanism of tidal exchange in a bay with a sill-entrance

For a vertical two-dimensional field with a sill at a bay entrance, the tidal exchange mechanism is discussed.The schematic model is proposed as follows. The tidal trapping effect which is detected at the entrance section,i. e., the material transport due to the phase difference between the tidal periodic constituent of material concentration and tidal current at the entrance section, results because the oscillatory tidal flow at the sill entrance induces a gravitational flow along the sill slope inside the entrance. Accordingly, the tidal trapping effect depends largely upon the difference in water density between the bay and open sea and the density stratification in the bay.This model is supported by the observations at Kabira Cove (Okinawa Pref.) and Lake Hamana (Shizuoka Pref.) in 1976 through 1984. In addition, based on this model, in the case of Lake Hamana, the activity of the tidal exchange is inferred to change seasonally.     

Seasonal freshening and salinization of waters in the Karkinit Bay

On the basis on the experimental hydrological data accumulated in the database of the Marine Hydrophysical Institute of the Ukrainian National Academy of Sciences and the meteorological data of the Marine Department of the Ukrainian Scientific-Research Hydrometeorological Institute, we study the characteristics of seasonal variability of the processes of renewal, freshening, and salinization of waters in the Karkinit Bay. We analyze and estimate the repeatability of the inflows of salt and freshened waters from the sea as well as the variations of the areas occupied by these waters in the water area of the bay depending on the seasonal and wind conditions. For the spring-summer period, we estimate the period of renewal of waters in the upper layer of the main part of the bay (11–14 days). A time interval of possible absence of noticeable water exchange between the main and east shallow parts of the bay (of about two months) is revealed in the summer-autumn period. __________ Translated from Morskoi Gidrofizicheskii Zhurnal, No. 4, pp. 24–39, July–August, 2007.     

石岛湾东北侧水道对环境影响的数值模拟

随着经济的发展,石岛湾的环境污染日趋严重。为了改善其海洋生态环境,并增加航运能力,开挖入海通道是非常必要的。通过对石岛湾海水交换率、海水半更新期的估计,以及湾内示踪物浓度分布的数值模拟,研究了开挖多种入海通道的预案,模拟结果显示:石岛湾东北部开挖宽300m或500m水道方案的水体交换效果不及开挖宽800m的方案,后者可明显降低海湾东部的示踪物浓度,有利于湾内的水交换。而开挖的水道宽度增至1000m或1500m后也不会再更加明显地改善石岛湾的水环境,说明可选择开挖宽800m水道的方案。     

Residence times of contaminants in a lake-canal system: a delta case study in the SW Netherlands

As final part of the Delta Works in the SW Netherlands, the interior part of the tidal Eastern Scheldt will be enclosed by dams and flushed with contaminated Rhine-Meuse water. The new name of this area will be Lake Zoom (Zoommeer).Since the flushing of Lake Zoom will be a regular process, this system offers an excellent opportunity to study the residence times of various contaminants over a lake-canal system of 35 km. The in situ measurements will be linked to mathematical model studies.A number of models describing transport with water, settling, sedimentation and migration in the bottom is investigated. Explicit definitions of residence and adaptation times are given and applied to the studied models. As an example, a hypothetical application is made to the Lake Zoom case.     

Geochemical and hydrodynamic constraints on the distribution of trace metal concentrations in the lagoon of Nouméa, New Caledonia

Seawater samples were collected in the lagoon of Nouméa (southwest New Caledonia) along two transects from eutrophic coastal bays to the oligotrophic barrier reef. Land-based emissions to the lagoon were measured with dissolved and particulate concentrations of chromium (Cr) and nickel (Ni), used as tracers of both terrigenous and industrial (Ni ore treatment) activities, as well as dissolved and particulate concentrations of zinc (Zn), used as a tracer of urban effluents. The spatial variability of metal concentrations was related to geochemical and hydrodynamic conditions, i.e., respectively: (1) natural and anthropogenic emission sources, and chemical processes occurring in the water column; and (2) water residence times. The parameter used to describe the residence time of water masses was the local e-flushing time, i.e. the time required for a tracer mass contained within a given station to be reduced by a factor 1/e. High metal concentrations were found in coastal areas (up to 9000 ng dissolved Ni L⁻¹), and steeply decreased with distance from the coast (down to 101 ng dissolved Ni L⁻¹ near the barrier reef) to reach levels similar to those found in remote Pacific waters, suggesting a rapid renewal of waters close to the barrier. Distributions of metals in the lagoon are controlled upstream by land-based emission sources and later chemical processes. Then hydrodynamics constrain metal distributions, as shown by the observed relationship between local e-flushing times and the spatial variability of metal concentrations. In addition, a change in the direction of prevailing winds yielded a decrease of dissolved metal concentrations at the same site by a factor of 2.5 (Cr and Ni) and 2.9 (Zn). It is suggested that the residence time is a key parameter in the control of elemental concentrations in the lagoon waters, as much as land-based emission sources.     

Numerical Simulation of Residual Circulation due to Bottom Roughness Variability Under Tidal Flows in A Semi-Enclosed Bay

1 .IntroductionWater pollution has a large influence on water environment and our life ;for example ,it some-times induces oxygen depression,blue tide andredtide in a bay.For water purificationin a semi-en-closed sea ,some new methods to activate the tidal exchange between an inner bay and an outer seaarea by control of a tidal residual current have been proposed (Awayaet al .,1995) . Huthnance(1973) ,Zimmerman (1978 ,1981) , Loder (1980) ,and Robinson (1983) considered cases wherethe fricti…     

阿拉伯海淡水输运量的季节变化特征研究

本文利用简单海洋模式同化再分析产品等资料，阐述了阿拉伯海与赤道西印度洋，阿拉伯海与阿曼湾之间淡水输运量的季节变化特征，揭示了阿拉伯海淡水输运量的基本平衡和季节变化特征。结果表明，阿拉伯海得到的淡水输运量(包括来自赤道西印度洋、河流)和失去的淡水输运量(包括降水量减蒸发量、向阿曼湾输运)基本相当。阿拉伯海通过海气交换失去的淡水(降水量减蒸发量)主要由来自赤道西印度洋(包括孟加拉湾)的淡水输运来补偿，赤道西印度洋向阿拉伯海的淡水输运对维持阿拉伯海的盐度基本平衡起到至关重要的作用。阿拉伯海的淡水输运量在1?6月和12月为负值，失去淡水；7?11月为正值，9月最大，得到淡水。阿拉伯海的净淡水输运量的季节变化特征表现为单峰现象。阿拉伯海与赤道西印度洋(9°N断面）的淡水输运量主要出现在表层至约200 m层，多年平均约为0.1×106 m3/s，向阿拉伯海输运。从10月至翌年3月，来自孟加拉湾的低盐水向阿拉伯海输运，该输运主要出现在印度半岛西南端近海约60 m层以浅区域。夏季和秋季，出现在索马里半岛东部海域的涡旋(大回旋)引起的输运(涡旋的西部低盐水向北输运，东部高盐水向南输运)，不仅输运量是一年当中最大的，而且影响的深度可达约300 m。该输运从6月开始形成，8?9月最强，11月迅速减弱。阿拉伯海与阿曼湾的淡水输运量较小，其垂直分布呈现3层结构，表层至10 m层，高盐水向阿拉伯海输运；15～170 m层，低盐水向阿曼湾输运；175～400 m层，高盐水向阿拉伯海输运。阿曼湾湾口断面多年平均淡水输运量约为0.39×104 m3/s，向阿曼湾输运。     

Modeling of Thermal and Oxygen Conditions in Lake Kinneret (Israel)

Within the framework of a one-dimensional model taking into account the presence of an upper mixed layer, we compute the seasonal variation of temperature and the concentration of dissolved oxygen in the central part of Lake Kinneret. The temperature conditions of the lake are determined by heat exchange with the atmosphere, and the oxygen conditions depend on gas exchange with the atmosphere and oxygen consumption in sediments as well as on internal sources and sinks. The latter are connected with oxygen supply in the course of photosynthesis and its consumption for the oxidation of labile organic substance in the water thickness. In the period of winter convection from December to February, when the upper mixed layer reaches the bottom, complete aeration of water takes place. The presence of thermal stratification of the lake in the remaining time results in oxygen deficiency under the thermocline.     

象山港水交换特性研究

在验证良好的三维斜压潮流数学模型的基础上,以溶 解态的保守性物质为示踪剂,建立对流-扩散型的海湾水交换数值模型,计算了象山港水体半交换时间和平均滞留时间,并研究了斜压动力对湾内外水交换的贡献。研究结果表明,象山港水交换速度的区域性变化较大,水体半交换时间和平均滞留时间由象山港口门向湾顶逐渐增加,口门附近半交换时间在5d以内,平均滞留时间为5~10 d;湾顶水交换速度缓慢,水体半交换时间为30~35 d,平均滞留时间为35~40d。斜压动力对狭湾外段水交换影响较弱,对狭湾内段有较大的影响。