共查询到20条相似文献，搜索用时 62 毫秒
1.
长江口崇明东滩现代地貌过程实地观测与分析 总被引：15，自引：0，他引：15
根据2002年4月至2003年4月对崇明东滩进行的实地观测，结合遥感影像等资料，可以看出崇明东滩夏季淤积大于冲刷，冬季冲刷大于淤积，季节性冲淤变化北部比中、南部更为显著。由于潮流等作用，潮沟系统由南向北呈现减少趋势，东滩中部发育最快，也是整个崇明岛向海延伸的方向。人类高强度的活动改变了潮滩的自然属性，使潮滩自然分布发生变化。 相似文献
2.
崇明岛东滩潮沟体系及其沉积动力学 总被引：3，自引：0，他引：3
崇明岛东滩潮沟系在盐沼带内特别发育,其形成与潮滩围垦工程和盐沼带的宽度密切相关。泥滩上潮沟的发育和演化与盐沼带潮盆大小、潮时(大小潮)和降雨量等相关,潮沟体系规模小,涨潮流不受其控制,退潮时潮沟成为主要泄水通道,未沉降的细悬浮颗粒和浮泥层在重力作用下向潮沟汇集,使潮沟内沉积物比滩面细。崇明岛东滩潮沟体系形成、演化及沉积物分布,完全不同于目前研究非常详细的欧美河口湾/港湾型潮道-潮沟体系,后者潮道以涨潮流占优势,沉积物明显比滩面粗。崇明岛东滩潮沟体系是发育在快速淤长的三角洲类型海岸上,通过与其他类型的对比研究,可以更全面地认识潮道-潮沟体系对泥滩和盐沼发育、演化所起的作用。 相似文献
3.
为了探知风暴事件对滨海湿地潮沟水沙输运的影响,分别于平静天气和风暴天气("摩羯"和"温比亚"台风)条件下,在崇明东滩一典型潮沟进行了现场水沙数据观测。结果表明:台风期间近岸平均风速较平静天气增大3～4倍,有效波高增大7～15倍,盐沼前缘光滩和潮沟遭受强烈侵蚀,潮滩表层沉积物粗化1～2.1倍,水体悬沙浓度增大3～11倍,潮沟潮周期单宽泥沙输运通量增大4～33倍,单宽泥沙净输沙量增大8～17倍。风暴天气下,潮沟水沙输运呈现"大进大出"的特点,在盐沼潮滩内受盐沼植被消波、缓流和捕沙作用下,潮周期内单宽泥沙净通量指向盐沼潮滩,促进了盐沼滩内部泥沙的淤积。 相似文献
4.
河口大型滩涂演化关系到航运通畅、生态保护以及近岸工程的安全性，是地貌学和工程界关注的热点。利用单波束测深系统对长江口崇明东滩进行高精度监测，并结合近年来周围环境因素分析其冲淤格局。结果表明:(1) 2011?2017年间崇明东滩和北港北沙基本以淤积为主，北港北汊河槽中央局部形成?2 m心滩，?5 m等深线包络面积基本稳定，整体呈“长高不长大”的格局；(2)海洋来沙是其淤积的主要物源，汊道涨落潮时空分异而形成的两大环流是塑造此地形的主要原因；崇明东滩和北港北沙的淤积直接挤压北港北汊的发展，沙体淤积可能会引起未来两大沙体的并靠；(3)崇明东滩、北支南沿的滩涂整治工程是促进北支萎缩和崇明东滩淤积的重要因素，另外横沙通道落潮分流增加,青草沙围水工程改变了北港河槽的曲率，也有利于北港北沙的淤积。 相似文献
5.
基于生态系统的上海崇明东滩海岸带生态系统退化诊断 总被引：1，自引：0，他引：1
海岸带是资源与环境条件最为优越的区域,也是与人类发展关系最为密切的区域之一。本文选择上海崇明东滩海岸带生态系统为研究示范区,在对崇明东滩海岸带生态系统结构分析的基础上,基于"压力-状态-响应"模型构建海岸带生态系统退化诊断指标体系,定量评估了崇明东滩海岸带生态系统退化状况。结果表明,从2000年至2008年,崇明东滩海岸带生态系统整体上表现为健康,局部区域表现为轻微退化,轻微退化的面积分别为25.71km2(2000)、16.66km2(2003)、18.16km2(2005)和40.46km2(2008)。自然湿地生态系统是崇明东滩海岸带中一个重要的生态系统类型,2000年至2008年,崇明东滩自然湿地生态系统大部分面积保持在健康的状态,大规模的围垦工程和外来物种互花米草入侵是造成自然湿地生态系统退化的主要原因。2000年至2008年,崇明东滩农业生态系统整体上表现为健康状态,产业结构不合理和由于化肥、农药使用造成的环境恶化等问题,是造成崇明东滩海岸带农业生态系统局部区域发生退化的主要原因。人口增长和经济发展引起的现有资源的过度使用和环境恶化等问题,使得城镇生态系统健康面临巨大挑战,在2005年表现为轻微退化。本文的研究方法可为我国其它地区海岸带生态系统管理和建设提供理论依据和示范案例。 相似文献
6.
根据2008年4-12月对上海市崇明岛东滩潮沟进行4个季节的浮游动物调查资料,研究了崇明东滩潮沟浮游动物的数量分布及变动。结果表明,调查区浮游动物总丰度较高,四季变化明显。受潮汐作用的影响,夏、秋、冬三季落潮时丰度大于涨潮时,春季涨潮时丰度则大于落潮时。浮游动物在6条潮沟的平面分布不均匀,春季东旺沙边滩区和北八边滩区的数量明显多于近团结沙边滩区,夏、秋季分别以东旺沙边滩区和北八滧边滩区的数量最多,冬季则以近团结沙边滩区的数量最多。主要优势种细巧华哲水蚤(Sinocalanus tenellus)、中华华哲水蚤(Sinocalanus sinensis)、火腿许水蚤(Schmackeria poplesia)、四刺窄腹剑水蚤(Limnoithona etraspina)和四刺破足猛水蚤(Mesochra quadrispinosa)等数量的季节、潮汐变化及各时期的空间分布格局差异明显,其数量分布情况决定了浮游动物总数量的分布。盐度是影响冬、春季涨潮时浮游动物总丰度分布的主要因子,水温则是影响夏、秋季涨潮时总丰度分布的主要因子。此外,径流及潮流等动力因素对潮沟浮游动物数量的时空分布也产生重要影响。 相似文献
7.
《海洋地质与第四纪地质》2004,24(1):138-138
●沉积与环境东海DD2孔沉积环境研究肖尚斌 ,李安春 ,蒋富清………………………………………………………………晚第四纪冲绳海槽北段CaCO3含量的时空变化及其控制因素李 军 ,高 抒 ,李凤业………………………南黄海辐射沙洲主要潮沟的变迁黄海军…………………………………………………………………………长江口崇明东滩现代地貌过程实地观测与分析何小勒 ,戴雪荣 ,刘清玉 ,李良杰 ,顾成军……………………南海东部表层沉积物中普通角闪石和磁铁矿的特征及其成因杨群慧 ,周怀阳 ,林振宏 ,张富元………………渤海新近纪古湖发育的直接证… 相似文献
8.
9.
通过对崇明东滩水文、泥沙、地形等资料的分析,阐述1983-2003年崇明东滩冲淤演变过程. 1.1983-2001年,崇明东滩淤涨延伸较快,0m以上各等高线大幅度向外扩展,沿正东向年均外移228~279m不等.潮滩面积稳定增长,3.5m以上面积增加最多,达65.2km2,0m以上面积共增加8.4km2.滩面淤高迅速,尤其是高潮滩,且有随高程的降低,淤高速率下降的趋势.2. 2003年与2001年相比,崇明东滩0m以上面积增加4.2km2,2.0m以上面积减少0.8 km2,3.0m以上面积年均增长率下降.3.人类活动(如围垦)对崇明东滩的演变产生重要影响.流域来沙量大幅减少对潮滩演变的影响有待于进一步研究. 相似文献
10.
长江口崇明东滩不同植被带沉积速率研究 总被引：1，自引：0，他引：1
利用2007年丰水期、枯水期在崇明东滩芦苇带、藨草带和光滩采集的6根沉积物柱状样,研究了沉积物的粒度特征和过剩的210Pb和228Th及7Be活度的垂向分布特征,探讨了由陆地向海洋不同植被间的沉积物粒度变化规律。依据恒定比活度沉积速率模型,估算了不同时间尺度的崇明东滩芦苇带、藨草带和光滩的表观沉积速率。结果表明:3种核素示踪的崇明东滩的表观沉积速率都随潮滩植被的不同从陆到海方向逐渐降低,同时依过剩的210Pb和228Th,7Be的次序而增大。由过剩的210Pb和228Th计算的夏季沉积速率比冬季的稍高,而由7Be计算的夏季表观沉积速率则明显高于冬季的。结合沉积物粒度的时空分布和这些核素的大气通量,对利用这些核素测定潮滩沉积速率的影响因素进行了探讨。 相似文献
11.
Makoto Kashiwai 《Journal of Oceanography》1984,40(2):135-147
The principal character of the tidal exchange process is neither diffusion nor advection, but a third category of transport,
“Massenaustausch”, which appears in the space/time averaged transport. The exchange process can be divided into four fluxes:
the flux of standing eddies, the flux of tidal exchange, the flux of tidal eddies and the flux of local eddies. The results
of observations at the entrance channel of Kumihama-Bay show a typical example of transport dominated by tidal exchange.
The tidal exchange ratio defined by Parkeret al. (1972) applies to the process of exchange between the outflowing watermass and the surrounding watermass outside of the bay
mouth, but this should also be considered as being coupled with the ratio for the process of exchange between the inflowing
watermass and the surrounding watermass inside of the bay mouth. These two exchange ratios can be combined into a single exchange
ratio which describes the exchange process between the outer watermass and the bay water. 相似文献
12.
Observations of the spatial distribution of salinity and tidal salinity fluctuations along the length of the Fleet are presented and different structures are identified with different freshwater runoff conditions. The salinity distribution appears to be the result of a balance between weak tidal flushing and a small freshwater input. A tidal exchange box model is developed to represent this weak balance and is able to reproduce the semidiurnal, fortnightly and seasonal fluctuations of salinity. By use of the tuned model, estimates are made of the flushing times of different segments of the lagoon, the distribution of water from particular stream inputs, and hence their polluting potential, and the likely effect on the salinity structure of changes in the tidal regime which could result from sediment deposition. 相似文献
13.
14.
B. A. Kagan D. A. Romanenkov E. V. Sofina 《Izvestiya Atmospheric and Oceanic Physics》2007,43(6):766-784
The tidal ice drift is treated as an element of the three-dimensional tidal dynamics in a sea covered by ice. This dynamics is described by the QUODDY-4 finite-element model, and the tidal ice drift is described by a continuous viscous-elastic approximation. We present the results of modeling not only the tidal ice drift (M 2 wave) (its velocity, direction, and tidal variations in the concentration and pressure of ice compression) but also ice-induced changes in tidal dynamics and the residual tidal ice drift. The modeling results indicate that the maximum velocity of tidal ice drift, which is determined by a combination of various factors responsible for ice evolution and primarily by the horizontal gradient of the level and local tidal velocity, can be higher or lower than the velocity of the surface tidal current in the ice-free sea. This depends on the sign of deviations of tidal sea level elevations in the sea covered by ice from their values in the ice-free sea. In addition, it has been found that ice cover has a stronger effect on the energetics of tides than on their dynamics: the area-mean relative deviations constitute 1.5% for the density of the total tidal energy, 61.5% for the dissipation, 0.1% for the amplitudes of tidal sea level elevations, and 0.9% for the amplitudes of maximum barotropic tidal velocity. In this sense, the conclusion that the role of sea ice is insignificant in the formation of tides can be justified only partially. The main results of this paper are as follows: (1) the development of a module for tidal ice drift, (2) the inclusion of this module into the three-dimensional finite-element hydrothermodynamic model QUODDY-4 to extend its capabilities, and (3) the reproduction (on the basis of the modified model) of qualitative features of the practically important tidal ice drift and ice-induced changes in the tidal dynamics of marginal seas on the Siberian continental shelf. 相似文献
15.
乐清湾的潮位、潮流和余流特征 总被引：2，自引：1，他引：1
2008年7月至2009年4月在乐清湾进行了代表春、夏、秋、冬4个季节的航次调查,设置了Y4、Y14、Y15和A共4个连续观测站位,共得到12组实测的海流流速和10组CTD数据。采用潮汐调和分析法分析了距江厦潮汐能试验电站3 km处的潮汐站位连续19个月的潮位资料,结合调查数据特性和乐清湾潮汐特点,引入M2与S2、O1与K1、M4与MS4、2MS6与M6分潮之间的差比关系,对连续观测站位的潮位和潮流进行准调和分析。潮位的统计和准调和分析结果显示:Y4、Y14、Y15站位和潮汐站位8个分潮振幅和的航次调查平均值为3.75,4.02,3.94和4.03 m,(HO1+HK1)/HM2的航次调查平均值为0.32,0.28,0.32和0.24。Y4、Y14、Y15和潮汐站位的M4、MS4、M6和2MS6浅水分潮振幅的航次调查平均值分别为0.20,0.31,0.35和0.25 m,M6和2MS6浅水分潮振幅的航次调查平均值分别为0.03,0.15,0.17和0.15 m。不同航次调查4个连续观测站位涨潮最大流速的平均值为81.5 cm/s,落潮最大流速的平均值为103.1 cm/s。Y4、Y14和Y15站位潮流的M2和S2分潮振幅百分比分别为86%,65%和68%,浅水分潮振幅百分比分别为11%,29%和25%。M4、MS4分潮振幅之和分别是M6、2MS6分潮振幅之和的2.1,1.2和1.7倍。由潮位和潮流的分析结果可知:从乐清湾湾口至湾顶,潮汐逐渐增强,半日潮比率逐渐增大,半日潮型的特性更为明显;浅水分潮强度逐渐增加,其中M6和2MS6分潮强度增强更为明显。位于湾口的Y4站位在秋季(2008年10月)航次调查时的日平均余流流向为西南偏南方向,冬季(2009年1月)和春季(2009年4月)航次调查时的余流流向为东南偏南方向。Y4站位余流受灵霓大坝影响,大坝建成后湾口余流改变方向,向南流出乐清湾。位于湾顶的Y14站位,余流流速变化不大,但方向变化明显,夏季(2008年7月)为西南方向,秋季为西南偏南方向,冬季为西南偏西方向,春季又为西南偏南方向。Y15站位余流流速较小,但方向变化明显。A站位两个航次调查时的余流流向均为东北方向。 相似文献
16.
Takashige Sugimoto 《Journal of Oceanography》1975,31(1):1-14
The effects of the coastal boundary geometries on the tidal currents and the tidal mixing are studied mainly on the basis of hydraulic model experiments. Mizushima-Nada Sea, which is located in the central part of Seto Inland Sea, and the whole Seto Inland Sea were chosen as the prototypes.Currents and eddies geometrically induced in the tidal currents and in the ocean currents have significant effects on the water exchange, from small scales to meso scales, in the bays and near-shore regions of the ocean.As to small scale phenomena near irregular coastal boundaries such as river mouths, headlands and harbors, tidal currents produce organized eddy currents of the width scale. They are important to the temporary flushing and the local redistribution of the river water or the waste water.As to phenomena of larger scales, the tidal currents produce rather steady residual circulations in each part of the Inland Sea, due to the non-linear effects of the oscillating component. They are controlled by the geometry of the sea as separated by a narrow strait. These horizontal circulations of about 20 km in scale become the main mechanism of the water exchange in the Inland Sea. The one-dimensional dispersion coefficient due to these circulations is proportional to the product of the diameter and the current velocity of the circulations. The proportional constant takes the value of 0.40.5. 相似文献
17.
验潮站的布设和潮位资料应用中若干问题的初步探讨 总被引：1，自引：0，他引：1
本文对我国目前验潮站的布设现状进行了评析，并对站址的选择及潮位资料的处理和应用进行了初步探讨。提出了验潮站设置的若干基本原则和潮位观测及资料应用的注意事项，从而对经济建设和科学研究具有一定的意义。 相似文献
18.
The nearshore region of the German Bight is characterised by a large tidal flat area of 7500km2, which is a wedge of alluvial material lying in front of the coast. The elevation of a flat depends on the long-term water-level and currents. As a result of the rising water-level, the flats are migrating over an inclined Pleistocene basement. This migration depends on the balance of sedimentation versus erosion which is a function of water depth. Regular measurements of the water-level have been made since the middle of the 19th century. From the observations of the MHW it is estimated that the water-level has risen to approximately 30cm in the past hundred years. Recent investigations show that the change of the half-tide water-level is less than that of MHW. The increasing tidal range also changes the sedimentation processes over the tidal flats. The quantitative influence of the altered tidal range on the sedimentation and the morphology of the Wadden Sea is as important as that of the influence of mean water-level elevation. Changes in the elevation of the coastal plain caused by tectonic forces or subsidence cannot be determined. Extensive investigations were conducted to determine quantitatively the sedimentation processes which have taken place since 1936. The sediment budget of the Flackstrom basin (low macrotidal coast) is presented. With respect to the MHW datum plane, sedimentation of 20 × 106m3 has taken place in this area. This is equivalent to a mean silting-up of 30cm over the past 46 years, an average 0.7cm/year. The sedimentation process is dependent upon the mean elevation of the flat. Most of the sedimentation has taken place above the half-tide water-level. Therefore, the flanks of the flats have risen more than the tops and the sand-ridges, which certainly reflects the very small long-term water-level elevation change of only 3cm which occurred during the period investigated (1936 to 1982). Recent investigations of the present state show a relationship between the tidal range and the height of the main sedimentation-zone. Comparisons of the Flackstrom (tidal range approximately 3.40m) and parts of the Dutch Wadden Sea (tidal range approximately 1.80m) indicate that the main sedimentation-zone moves down-shore from half-tide water-level to mean-low-water with the decrease of the tidal range, due to differences in the general course of the hypsometric curves over the tidal flat areas. 相似文献
19.
舟山群岛海域潮能丰富,近年来大面积的围垦工程影响了邻近海域的潮流结构与潮能分布特征。基于FVCOM(finite volume coastal ocean model)三维水动力数值模型,选取1984年、2010年、2019年三个代表年份,探讨围垦工程影响下舟山群岛海域潮流结构与潮能分布的时空变化状况。结果显示:1984年至2010年间围垦面积相对不大,且较为分散,主要改变外海进入杭州湾各通道的潮能分配,对能量耗散的影响较小。2010年至2019年间的围垦工程缩窄了潮汐通道,流速增大使得螺头水道及邻近水道的潮能增加,近底流速增大与较强湍流涡旋的产生,使得围垦工程周边海域能量耗散更为集中。 相似文献
20.
在不规则半日潮为主的河口, 半日和全日周期的分潮簇在很大程度上影响了潮位的振幅。但当潮波向三角洲河网内部传播时, 由于不同周期分潮簇的振幅沿程变化速率存在差异, 特别是半月周期分潮簇振幅作用得到增强, 使得不同周期分潮簇对河网内潮位分布的影响具有明显的区域性特征。通过珠江三角洲河网一维水动力模型得到研究区域内高频且长周期的潮位资料, 基于小波分解重构出主要周期分潮簇的振幅, 采用谱聚类图像分割算法, 通过像素分割计算确定综合相似度, 从图像学等角度论证了不同周期分潮簇与复杂河网潮位分布的空间关联性。研究发现, 半日和全日周期的分潮簇影响了复杂河网口门潮位振幅的量值, 但半月周期的分潮簇却影响了复杂河网整体潮位分布的形态特征。 相似文献