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1.
The inner part of Isahaya Bay was converted to a freshwater reservoir following the closure of the land claim dike in 1997. Turbid water drains into Isahaya Bay when water levels increase. We investigated whether particulate organic matter (POM) from the reservoir in Isahaya Bay has caused bottom organic enrichment in the northern part of Ariake Bay. Using potential end-members from before to after the rainy seasons, during which a frequent discharge from the reservoir was expected, stable isotope analyses were performed on sediments collected from Isahaya Bay and northern Ariake Bay. Each end-member was isotopically differentiated by δ13C and δ15N (riverine POM: ?28.5 to ?27.2‰ and 3.3–4.6‰; reservoir POM: ?25.7 to ?25.3‰ and 7.4–8.4‰; marine POM: ?21.8 to ?19.7‰ and 6.7–7.6‰; microphytobenthos estimated from consumers: ?16.1 to ?15.9‰ and 5.2–6.1‰, respectively). Sediment isotopic signatures fell within the mixing space defined by the signatures of the end-members. Marine POM contributed greatly to bottom sediments in both seasons in Isahaya Bay and Ariake Bay, ranging from ca. 60–70 and 40–60%, respectively. Reservoir POM contributed around 10% to bottom sediments. This percentage slightly increased in the sediment of Isahaya Bay after the rainy season, but decreased in the sediment of Ariake Bay. Thus, most of the POM discharged from the reservoir would not reach the northern part of Ariake Bay and would not be a major contributor to organic enrichment. This study is the first to quantitatively describe the contribution of drained reservoir POM outside Isahaya Bay. 相似文献
2.
In the Ariake Sea, dike construction in Isahaya Bay in 1997 for reclamation and disaster prevention was thought to cause big anthropogenic impacts on the marine ecosystem. Currently, hypoxia or anoxia occurs every summer in Isahaya Bay and the inner Ariake Sea. However, the effects of the dike construction on the DO concentration are unclarified. The present study evaluated the impact of the dike construction on the DO concentration by applying a numerical ecosystem model. The present calculation showed that the dike construction could affect the DO concentration in summer in a wider area than reported before in the steady state with a neap-spring tidal cycle. In Isahaya Bay, the dike construction caused a decrease of DO concentration greater than 2.0 mg l?1 , due to the decrease in DO supply from the vertical diffusion process with reduction of tidal current and the intensification of the density stratification. The dike construction also affected the DO concentration in the inner Ariake Sea by decreasing the DO concentration of the water transported by the estuarine circulation and the reduction of the diffusive supply of oxygen vertically with stratification enhanced by the dike construction. For the first time, this study showed with numerical simulation that the dike construction could affect the DO concentration in a wide area of the Ariake Sea. 相似文献
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在湛江附近海域建立了三维动边界水动力模型,通过验证,结果与观测数据符合良好,并在此模型基础上分别模拟计算了湛江东海岛填海大堤现状以及1958年大堤修建之前湛江海域的水动力场,通过两种情况下的流场、潮位、纳潮量以及水交换率的比较,分析了东海岛大堤的存在对湛江湾水动力环境的影响。 相似文献
5.
In both 2009 and 2010, massive Chattonella blooms occurred in Tachibana Bay. Observation results show that high cell densities of Chattonella were distributed in the central area of Tachibana Bay with low salinity water. Model results indicate that the low salinity water originated from the Ariake Sea and intruded into Tachibana Bay during the northerly or weak winds. It is suggested that low salinity water was mainly discharged from the northern area of the Ariake Sea. Northerly wind enhanced the horizontal advection of the low salinity water intruding into Tachibana Bay originating from the northern area of the Ariake Sea. 相似文献
6.
Recently, bivalves have been massively killed by anoxia or hypoxia in summer at the northern part of Isahaya Bay, Japan, which constituted a major problem for fisheries. However, the mechanism behind the occurrence of hypoxic water masses is unclear. It is known that the bottom water dissolved oxygen (DO) in this area is affected by the inflow of seawater into the northern mouth of Isahaya Bay. To understand the mechanism of hypoxia, it is necessary to determine the physical processes that cause changes in the bottom DO concentrations in this area. This study shows that there is a neap-spring tidal variation in bottom DO due to a change in vertical tidal mixing, and it also suggests that the decrease in bottom DO was generated by a baroclinic flow, which is due to the internal tide, and a shear flow, which is induced by the external tide in the bottom boundary layer. In addition, our study suggests that the source of cold and hypoxic water that appears in the bottom layer at low tide is the inner area of the Ariake Sea. 相似文献
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天津海域围填海工程对渤海湾水交换的影响研究 总被引：1，自引：0，他引：1
利用三维海洋数值模型FVCOM,进行渤海湾三维水动力和水交换数值模拟,经实测潮汐和潮流资料验证,模型模拟结果较好。然后采用该模型对渤海湾内的水体水交换能力进行定量研究。研究结果表明,在天津海域进行围填海工程之前渤海湾水体的半交换周期为300 d左右,围填海之后,水体半交换周期延长25 d,渤海湾西部水体的水交换率下降可达10%,半交换周期延长92 d。尤其是天津沿海南部海域的水交换能力下降严重,围填海之后其水体半交换周期延长可达200 d。渤海湾北部也有部分海域水交换周期延长达200 d。建议在进行围填海工程建设时,应将工程对水体交换能力的影响纳入考虑,避免因围填海工程因素造成的恶劣环境影响。 相似文献
9.
The Princeton Ocean Model with realistic bottom topography has been used to investigate the summer temperature decrease in
the past 25 years in Fukuoka Bay. The vertical mixing of the model is expressed by a scheme that effectively includes the
influences of interannual variations of tidal currents and wind. The results show that the historical temperature decrease
in summer has been caused by tidal currents and wind weakening in the past 25 years in Fukuoka Bay. The weakening of tidal
currents and wind gives rise to weakening of the vertical mixing, and to enhancement of the estuarine circulation in the bay.
The enhancement of the estuarine circulation activates the inflow of open-ocean water toward Fukuoka Bay. Coastal water in
summer has therefore tended to be colder and more saline in the past 25 years. This interannual variation in coastal waters
is called “open-oceanization” in this study. On the basis of the numerical model, it is anticipated that the temperature will
decrease by 0.2°C in the next 25 years in Fukuoka Bay if the tide and wind weaken persistently as in the present bay. 相似文献
10.
Effect of River Discharge on Bay of Bengal Circulation 总被引：2，自引：1，他引：1
The seasonal circulation and mixed layer depths in Bay of Bengal is modeled using the three-dimensional Princeton Ocean Model (POM). Along the coastal boundaries a higher resolution is accomplished using the curvilinear orthogonal grid. Model uses a free-surface and terrain following sigma coordinates. The initial climatological salinity and temperature fields for the model are derived from the World Ocean Atlas-2001(WOA01). The Model is forced with wind stress derived from COADS wind climatology. Bilinear interpolation is used to obtain the initial fields and wind stress to the required model specification. Using the seasonal fields and wind stress the model is integrated for simulating Bay of Bengal circulation. The numerical simulations on climatological scale for monsoon months were conducted to study the evolution of dynamics. The simulations bring out not only the typical characteristic features of fresh water plume along the coast but also intensification of the flow over the monsoon period. The increase in the fresh water flow found to affect only the western parts of the BoB. The opposing currents due to monsoon winds and southward flowing fresh water discharge (FWD) were also delineated. The model results show that the wind stress induced turbulence process is subdued in the presence of strong vertical salinity stratification due to the influence of FWD. The simulated mixed layer depths are in agreement with the reported analytical energy required for mixing values. 相似文献
11.
围填海累积效应对钦州湾水动力环境的影响 总被引：1，自引：0，他引：1
根据海图资料和卫星影像,确定了钦州湾2004年与2019年两个历史时期的岸线与水深。基于无结构网格有限体积海洋模型建立高精度的水动力模型,分析了近15年来围填海工程的累积效应对钦州湾水动力环境的影响。结果表明:地形与岸线的改变使得钦州湾外湾潮汐振幅减小、茅尾海内潮汐振幅增加;潮流场改变明显,外湾中部流速普遍增加,围填区域潮流减弱明显,但潮流性质未改变,依然为落潮占优;钦州湾纳潮量有所减小,主要发生在外湾区域;而余流减弱,并且出现涡旋,这不利于水体的向外扩散。通过染色实验发现,钦州湾水体半交换周期在有无径流的情况下都明显增长,且在围填海区域水交换能力显著下降。 相似文献
12.
A three-dimensional coupled physical and water quality model was developed and applied to the Jiaozhou Bay to study water quality involving nutrients, biochemical oxygen demand, dissolved oxygen, and phytoplankton that are closely related to eutrophication process. The physical model is a modified ECOM-si version with inclusion of flooding/draining processes over the intertidal zone. The water quality model is based on WASP5 which quantifies processes governing internal nutrients cycling, dissolved oxygen balance and phytoplankton growth. The model was used to simulate the spatial distribution and the temporal variation of water quality in the Jiaozhou Bay for the period of May 2005 to May 2006. In addition, the effect of reduction of riverine nutrients load was simulated and evaluated. The simulated results show that under the influence of nutrients discharged from river, the concentrations of nutrients and phytoplankton were higher in the northwest and northeast of the bay, and decreased from the inner bay to the outer. Affected by strong tidal mixing, the concentrations of all state variables were vertically homogeneous except in the deeper regions where a small gradient was found. Obvious seasonal variation of phytoplankton biomass was found, which exhibited two peaks in March and July, respectively. The variation of riverine waste loads had remarkable impact on nutrients concentration in coastal areas, but slightly altered the distribution in the center of the bay. 相似文献
13.
The Princeton Ocean Model is adapted to the water area of the Balaklava Bay for the numerical analysis of circulation. The
calculations are performed with the help of the diagnostic method by using the data of the hydrological survey carried out
in the bay in August 1992. We study the structure of the surface and bottom currents in the analyzed period as well as the
vertical circulation of waters and the circulation averaged over the depth. The obtained three-dimensional fields of currents
are used for the numerical analysis of the process of propagation of passive contaminating impurities from the sources located
on the coasts of the Balaklava Bay.
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Translated from Morskoi Gidrofizicheskii Zhurnal, No. 3, pp. 49–61, May–June, 2005. 相似文献
14.
Asuri Sridharan Ahmed El-Shafei Norihiko Miura 《Marine Georesources & Geotechnology》2013,31(1):21-50
The soft clay of Ariake Bay, in western Kyushu, Japan covers several hundred square kilometers. Ariake clay consists of the principal clay minerals namely smectite, illite, kaolinite and vermiculite, and other minerals in lesser quantity. The percentage of the principal clay mineral can vary significantly. The percent clay size fraction and the salt concentration can also vary significantly. In view of the importance of undrained shear strength in geotechnical engineering practice, its behavior has been studied with respect to variation in salt concentration. Basically two mechanisms control the undrained strength in clays, namely (a) cohesion or undrained strength is due to the net interparticle attractive forces, or (b) cohesion is due to the viscous nature of the double layer water. Concept (a) operates primarily for kaolinitic soil, and concept (b) dominates primarily for montmorillonitic soils. In Ariake clay, different clay minerals with different exchangeable cations and varying ion concentration in the pore water and varying nonclay size fraction are present. In view of this while both concepts (a) and (b) can coexist and operate simultaneously, one of the mechanisms dominates. For Isahaya clay, concept (a), factors responsible for an increase in level of flocculation and attractive forces result in higher undrained strength. Increase in salt concentration increases the remolded undrained strength at any moisture content. For Kubota and Kawazoe clays, concept (b) factors responsible for an expansion of diffuse double layer thickness, resulting in higher viscous resistance, increase the undrained shear strength, that is, as concentration decreases, the undrained strength increases at any moisture content. The liquid limit of Isahaya clay increases with increase in ion concentration and a marginal decrease is seen for both Kubota and Kawazoe clays, and their behavior has been explained satisfactorily. 相似文献
15.
汇泉湾是青岛市最主要的海水浴场,湾区浴场的沙滩沙质退化及细沙流失现象一直备受关注。本研究旨在研究上述现象的成因,为汇泉湾生态环境保护和可持续发展提供科技支持。我们于2015年1月和9月在汇泉湾进行了水文、泥沙和悬浮物的综合观测,并基于FVCOM建立了汇泉湾高分辨率的水动力模式,模拟了汇泉湾及其临近海域的水动力环境。结果显示:汇泉湾常年存在一顺时针(即反气旋)环流,它有利于携带泥沙从湾的西侧进入而从东侧流出;环流中心区流速弱,泥沙不容易被带走,沉积物粒径较小。汇泉湾海域沙滩沙质粗化且流失的原因主要为:波致流引起的沿岸输沙将湾口西侧岩石剥蚀的较粗的细砂和粉砂搬运至浴场沙滩,而较细的泥沙容易地从东侧流出湾区。 相似文献
16.
钦州湾水交换能力数值模拟研究 总被引：7，自引：0，他引：7
基于普林斯顿海洋模式（Princeton Ocean Model,POM）,以M2、S2、K1、O1、M4和MS4 6个分潮为驱动,建立了包含漫滩处理的高分辨率钦州湾水动力模式。与现场观测的数据对比表明,该模式能较好地刻画钦州湾的水动力特征。在此基础上建立了水质模型,模拟钦州湾的水交换过程。模拟结果表明:钦州湾水交换能力整体上较强,整个湾平均的水体半交换时间约为18 d,水体平均存留时间为45 d。空间分布上,钦州保税港区以南海域水交换能力最强,半交换时间小于1 d;沿着水道向北,水交换能力逐渐减弱;茅尾海中部半交换时间为26~28 d;茅尾海的东、西、北3个部分存在水交换滞缓区,半交换时间超过50 d。数值实验表明,采用漫滩技术对准确模拟钦州湾潮流速度和水交换能力非常重要,不考虑漫滩过程会低估钦州湾的潮流速度和水体交换能力。水平扩散系数对流速及交换时间都有影响,但影响有限。 相似文献
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威海湾位于山东半岛北部，海湾南北长约９ｋｍ，东西宽约７ｋｍ。由于人口增加和工业迅速发展，１９８９年开始威海湾南部投入开发，排海河南省的大增，造成涨局部地区超标，超过海洋物理自净能力，形成污染。本文依据海上实测潮流和ＣＯＤ资料，利用数学模型计算的威海湾潮流分布和物质扩散特征，讨论了威海湾南部纳污量，指出威海湾西部海域潮流较小，海洋物理自净化能力弱，近岸一些地区纳污量已达到或接近饱和，今后新开发区大量 相似文献
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自2000年以来围绕渤海湾的围海工程剧增,致使工程区附近潮流场发生变化,进而影响排海高温浓盐水的时空分布特征。本文通过建立2000年和2015年两种不同岸线、地形条件下的三维数学模型对渤海湾沿岸3个电厂高温浓盐水表层排海问题进行模拟,研究结果表明,渤海湾的潮流场和高温浓盐水输移扩散特征在近十几年发生了较大变化:工程后,渤海湾平均盐度增大0.203,平均温度升高了0.105℃,同时曹妃甸附近海域浓盐水输移扩散速度明显增加。增大排放口流量至12.7 m3/s,湾内最高温度为26.46℃,较2015年最高温度增加了2.72℃。本文模型可准确模拟及预测排海废水盐度、温度分布特征,为合理布置水电联产设备排放口的位置提供理论基础。 相似文献
19.
海水淡化排海浓盐水对胶州湾盐度分布影响 总被引：2，自引：1，他引：1
为考察海水淡化产生的浓盐水对胶州湾盐度分布的影响,利用POM模式,建立了胶州湾盐度扩散模型,分别以现有海水淡化量和2010年规划海水淡化量所排放的浓盐水量为输入条件,模拟计算了胶州湾盐度的分布和变化。模拟显示,2010年2月、5月、8月和10月胶州湾整个湾内平均盐度分别为30.9895,30.8040,30.0221和30.2306,较2008年分别增加约0.0276,0.0274,0.0212和0.0205。浓盐水排放位置附近局部海域盐度增加明显,如黄岛浓盐水排放点附近海域,2月大潮涨潮时盐度超过31.55的水域面积较2008年增加0.24 km2,并且出现0.08 km2盐度超过32.00的水域;2月大潮落潮时盐度超过31.55水域面积比2008年增加0.53 km2左右,盐度超过32.00的面积增加约0.16 km2。2月、5月、8月和10月最高值分别达到40.23,36.66,37.94和37.87。结合前期室内实验结果可以看出,2月份的盐度最高值超过对胶州湾浮游植物生长有明显影响的非检测浓度(38.62)。这表明,按2010年规划的海水淡化规模所产生的排海浓盐水尽管对整个胶州湾的盐度分布影响不大,但会导致局部海域盐度明显增加,从而可能会对该海域浮游植物生长造成一定影响。 相似文献
20.
胶州湾水交换及湾口潮余流特征的数值研究 总被引：8，自引：3，他引：5
利用基于普林斯顿海洋模式建立的胶州湾及临近海域潮汐潮流数值模型,结合胶州湾口走航式声学多普勒海流剖面仪(ADCP)测流资料,研究了胶州湾口的潮(余)流特征,并在潮流模型的基础上耦合建立了水质模块,模拟了胶州湾的水交换过程。考虑M2,S2,K1,O1,M4和MS4六个主要分潮,胶州湾口潮流场的模拟与ADCP观测数据吻合较好。外湾口水道上的潮流非常强,大潮期间观测到201 cm/s的峰值流速。团岛岬角的两侧分别存在一个流向相反的余流涡旋,两涡旋在团岛附近辐合,形成了57 cm/s的离岸强余流。整个胶州湾平均水体存留时间为71 d,平均半交换时间为25 d。胶州湾水体交换能力在空间分布上有很大差异:湾口海域最强,向湾顶逐渐减弱。湾内存在两个弱交换区,分别位于湾的西-西南部和东北端,水体存留时间多超过80 d,湾西局部水域最长达120 d,而半交换时间也大多超过40 d。潮流场的结构、强度,以及与湾口距离的远近是造成湾内水交换能力空间差异的主要原因。 相似文献