共查询到19条相似文献，搜索用时 205 毫秒
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根据2004年4个季度2、5、8、11月的调查资料,选择化学耗氧量、溶解氧、活性磷酸盐、溶解无机氮和叶绿素a作为评价因子,利用人工神经网络模型对长江口及其邻近海域的营养水平进行评价。结果表明,富营养化区域主要集中在口门附近,富营养化程度由口门向东和东北方向递减。富营养化范围几乎均分布在盐度小于20的一侧,并随着长江冲淡水的变化而发生季节性的变化。5月和8月的富营养化比较严重,且都有转向东北的趋势,可能与5月进入丰水期长江冲淡水转向有关。断面分布表明,各个季度月由河口向东,富营养化评价等级由高到低,垂直方向则呈现复杂的变化。分析表明影响富营养化的主要评价指标是溶解无机氮。 相似文献
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长江口附近的沿岸流和水团变化对研究长江三角洲沉积物的“源-汇”机制具有重要意义.对HZK2孔沉积物的粒度、年龄和有孔虫分布特征进行了研究分析.结果表明:HZK2孔52.5 m以上有孔虫均有分布,底栖有孔虫丰度在12 m以上和26.0~52.5 m含量超过40枚/g,代表不同沿岸流和水团的有孔虫属种含量在垂向上呈现明显的分带性.HZK2孔全新世以来经历了河口湾和水下三角洲两大沉积体系,并在全新世早期发育潮流沙脊.末次冰消期,钻孔所在位置受长江冲淡水和苏北沿岸流共同影响.全新世早期,则受苏北沿岸流影响为主;在此之后,长江口冲淡水的作用减弱,苏北、黄海沿岸流影响较强.全新世中晚期,苏北沿岸流、长江冲淡水、江浙沿岸流和东海外海水团多种水体共同作用钻孔所在海域,全新世晚期长江冲淡水作用占绝对优势. 相似文献
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根据2007年7月23～28日厦门-泉州近岸海域表层温、盐度31个密集断面走航观测结果,结合同期卫星遥感海表温度(SST)数据和潮汐资料,分析该海域表层温、盐度的分布,并采用非等间隔数据的谱分析方法研究温、盐度的变化特征.结果表明:①九龙江冲淡水的影响可延伸到围头、深沪近岸海域,表现为明显的表层盐度锋存在;但晋江冲淡水对调查海域的影响较弱.②在该调查海域,潮汐对表层温、盐度的分布和变化有一定的影响,靠近厦门湾口一端的围头、深沪附近海域尤为突出.谱分析结果显示,该段的盐度变化与潮汐涨落在周期上比较一致.③调查期间,表层温度变化呈逐渐升高的趋势,而且具有明显的周日变化特征.④围头近岸表层存在一个低温高盐水区域,且位置随潮汐有所变动. 相似文献
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海水入侵的实验研究 总被引：10，自引：0，他引：10
张奇 《水文地质工程地质》2005,32(4):43-47
在海岸含水层中,含较多盐分的海水向陆地方向入侵形成淡-咸水交界面,通常称为海水入侵界面。该界面的动态变化受气象、水文地质和人类活动等因素的影响,是海水入侵问题的主要研究内容。本文介绍了海水向含水层中入侵的室内实验研究,以着色海水和图像处理方法获得入侵界面的形态及其动态变化。实验方法先进,所得数据整体性强,精度高,而且观测方法对流场没有干扰,比传统的提取水样进行化验的方法更有效。实验中模拟了海洋潮汐条件,揭示了入侵界面在不同实验条件下的动态特征。应用数值模拟方法揭示了流场的特征。计算表明,流场分两个区———淡水区和咸水区,由入侵界面分开。淡水区的水流相对活跃,淡水由入侵界面以上区域渗出边界,在界面以上形成淡水通道。 相似文献
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长江口北支沉积物粒度特征与沉积环境 总被引：1，自引：0，他引：1
长江口北支为喇叭口型中潮河口,在径流－潮流共同作用下,塑造了典型的心滩、边滩、沙嘴、潮流脊和潮汐汊道等地貌形态。本文根据所采集的长江口北支底质的粒度分析结果,利用数字地质方法对粒度参数进行对应分析;并在此基础上分析北支的沉积特征及沉积环境,揭示其沉积作用的动力机制。 相似文献
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承压水潮汐荷载效应研究进展 总被引：1，自引：1，他引：0
地下水潮汐效应是滨海地区水文地质研究的一个重要方面,潮汐荷载效应是承压水潮汐效应的动力学机制之一。介绍了国内外潮汐荷载效应的研究进程,系统地总结了解析法和数值法在潮汐荷载效应研究中的应用及取得的成果。解析法是潮汐荷载效应研究的主要方法,该方法多通过荷载系数来刻画潮汐荷载效应,能够较清晰、准确地揭示复杂含水层结构、多种影响因素、复杂边界条件下的地下水潮汐效应规律;数值法主要通过三种方法(现有地下水水流数值模型改进法、荷载系数法和半数值法)来实现对潮汐荷载效应的研究。在现有潮汐荷载效应研究中,上述两种方法都很少考虑应力和孔隙渗流的耦合。程序化、高效化和可视化使得数值法仍应作为滨海区复杂水文地质条件下地下水动态的主要研究方法。为此,通用的地下水数值模拟代码(MODFLOW)需要改进,使之能够实现对潮汐荷载效应的刻画。另外,承压水作为滨海区(如:大陆岛)重要的淡水资源,人为开采是地下水动态的主要影响因素之一,滨海区地下水动态研究应综合考虑人为因素和潮汐荷载效应的共同作用。 相似文献
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为研究潮汐河道不同区段在流域来沙减少条件下的冲淤响应机制,以长江澄通河段为例,根据水动力特性将其划分为江阴—天生港和天生港—徐六泾两段,结合1950—2014年的水沙资料及2005—2014年的地形资料,比较两段冲淤对流域减沙的响应差异。结果表明:上游江阴—天生港段对流域减沙敏感,较快地由淤积转为冲刷;下游天生港—徐六泾段1998—2004年期间受洪季平均径流流量减小、潮汐顶托作用相对增大的影响,冲刷速率为减小趋势,2004年以后受洪季平均径流流量增大、潮汐顶托作用相对减小及流域来沙持续减少的共同影响,冲刷速率为增大趋势。使得潮汐动力对天生港—徐六泾段由促淤变为促冲的临界洪季平均径流流量为36 000 m3/s,该径流流量也是使得潮汐顶托作用在江阴—天生港段由不显著变为显著的临界流量。目前,流域减沙已加剧澄通河段整体的冲刷。 相似文献
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长江口及邻近海域现代沉积速率及其对长江入海泥沙去向的指示意义 总被引：1，自引：0，他引：1
对长江口及附近海域的16根重力柱样进行了210Pb沉积速率测试, 结合以往成果, 揭示了该区现代沉积速率分布格局, 对其控制因素以及其对认识长江入海泥沙去向的指示意义进行了探讨.沉积速率最高值分布在南支口外、杭州湾口群岛北部的前三角洲地区, 最高可达6.3m/a, 总体上在3cm/a以上; 次高值分布在杭州湾北部, 约1.7~3.0cm/a, 南部略低, 约0.4~1.0cm/a; 长江口水下负地形北部海域存在小片沉积速率较高的区域, 最高值达2.58cm/a; 低值主要分布在苏北辐射沙洲、过渡沉积区以及浅海陆架的大片区域, 基本保持在1cm/a以下.研究表明, 长江泥沙出口门后主要在水下三角洲地区进行了堆积, 其次有相当部分在涨潮流顶托下进入杭州湾, 进入杭州湾南部的泥沙又在落潮流作用下经杭州湾南侧向舟山海域方向输运; 长江入海物质向外海的扩散基本被控制在123°E以西, 苏北辐射沙洲、过渡沉积区以及浅海陆架的大片区域缺乏现代长江物质供应; 长江悬浮泥沙对研究区东北部陆架区影响较小, 废黄河口被侵蚀物质和黄海悬浮物质为其较高沉积速率的主要贡献者. 相似文献
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海潮从长江口沿江上溯,可达内陆600km以上的潮区界,为世界大河所少见。中国古人就对这一现象有所感知,在一些文学著作与地方志中可找到长江潮区界及其变化的信息。在公元3世纪末、4世纪初,长江的潮波已越过柴桑(今江西九江);在公元9世纪早期,长江枯水期的潮区界已经退到九江的湓浦口;在13世纪最后的十几年,长江潮区界下移至皖赣交界的小孤山附近。从公元9世纪早期到13世纪晚期的470年间,潮区界下移了64 km,年均为0.136km/a。20世纪中叶以来的学者普遍认为,长江的潮区界又下移至安徽铜陵的大通镇。可见,长江干流在尚未被大型水利工程截断以前,长江潮区界持续向下游移动。在13世纪末至20世纪中叶的670年中,长江潮区界下移170km,年均为0.254km/a,速率几乎是前一时期的2倍。分析表明,潮区界下移速率和三角洲向海的淤长有关,还可能受气候变化的重要影响。对比发现,在长江干流大型水利工程开始蓄水的几年后、九江站流量约8440m3/s的特大枯水时期,潮汐引起的水位上涨影响可达九江附近、即1100多年前中唐时代的潮区界位置。 相似文献
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The tide can now propagate upstream for more than 600 km from the Changjiang River estuary to hinterland,which is rare in the world. In China,information and records reflecting tidal limit and its movement in the Changjiang River can be found from some ancient books,literary works and local chronicles. At the end of the 3rd and the beginning of the 4th century AD, the tide limit of the Changjiang River reached the upstream of Chaisang(now named Jiujiang in Jiangxi Province). At the early 9th century,the tide limit in the dry season retreated to the Penpukou in Jiujiang. In the last ten years of the 13th century,the tidal limit moved back to the Xiaogushan Mountain near the border between Anhui Province and Jiangxi Province. By the middle of the 20th century,the modern researchers generally agreed that the tidal limit retreated to Datong in Anhui Province. Before the main stream of the Changjiang River was cut off by large-scale water conservancy projects,the tide limit had retreated seaward continuously. From the 3rd decade of the 9th century to the last decade of the 13th century,the tide limit moved downstream 64 km during the 470 years,with an average annual rate of 0.136km/a. During the 670 years from the end of the 13th century to the middle of the 20th century,the tide limit had moved downstream 170 km,with an average annual rate of 0.254 km/a,almost twice as much as that of the previous period. We suggest the climate change accounted for the different retreat rate of the tidal limit between the two periods discussed. In addition,a recent study found that during the extremely dry periods,when the discharge of Jiujiang station was about 8440 m3/s,the tidal limit reached near Jiujiang. In the years when the water conservancy project on the main stream of the Changjiang River began to store water,the tide limit actually returned to the previous position of the middle Tang Dynasty,i.e. 1100 years ago. 相似文献
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采用大凌河实测长系列河道径流及水下地形等数据, 通过建立水动力数值模型, 综合考虑潮流和河道径流的影响, 对大凌河口的潮流进行模拟, 探讨大凌河口及辽东湾北部海域水动力过程的主要特征. 结果表明: 大凌河口附近海域的海流以潮流为主, 具有明显的往复性质. 潮流总的运动趋势是, 涨潮主流向为北东, 落潮主流向为南西. 大潮流速大于小潮流速, 涨潮流历时与落潮流历时几乎相当. 最大涨潮流速约为0.52 m/s, 最大落潮流速约为0.4 m/s, 潮流涨落平均潮流强度的分布大体和该海域等深线相适应. 相似文献
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钱塘江河口为强涌潮、高含沙量、河床冲淤剧烈的河口,其盐度输移时空变化受河床冲淤的反馈影响十分显著。建立了考虑河床冲淤变化的一维盐度动床数学模型,耦合求解水沙运动、河床冲淤及盐度输移过程,数值计算方法采用守恒性较好的有限体积法。验证结果表明:河床冲淤对氯度的影响非常显著,动床模型的结果与实测基本吻合,在长历时盐度预报中采用动床模型是必要的。应用该模型分析了钱塘江河口咸水入侵对上游建库、治江缩窄工程等人类活动的响应,探讨了杭州城市供水水源保证率。结果表明,新安江水库、河口治理缩窄工程对改善河口淡水资源利用、保障杭州市供水安全显著;供水保证率要达95%以上,需采取上游水库泄水调度和新建备用水库等措施。 相似文献
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Susanne M. Moskalski Christopher K. Sommerfield Kuo-Chuin Wong 《Estuaries and Coasts》2011,34(4):800-813
Influences of tides, freshwater discharge, and winds on water properties in the St. Jones River estuary (USA), a Delaware
National Estuarine Research Reserve, were investigated using multiyear records of sea level, salinity, and turbidity, supplemented
by a current profiler time series in 2007. Results demonstrate that instantaneous properties fluctuate with semidiurnal tides
and resonant overtides, whereas tidal mean variations are forced by seasonal freshwater inflow and offshore winds. Mean sea
level and salinity are highest in summer and vary with seasonal water temperature and rainfall, whereas sea level variability
and turbidity are highest in winter on account of storm effects. Salinity and discharge modeling suggest that much (43–65%)
of the freshwater resident in the estuary is derived from non-point sources below the head of tide. This diffuse freshwater
inflow produces a seaward surface slope and weak mean current, which temporarily reverses under the influence of storm–wind
setup within Delaware Bay. 相似文献
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River discharge, tide, wind, topography and other factors all have great impacts on the saltwater intrusion of Modaomen Waterway (MW), a major outlet of the Pearl River Estuary. A coupled 1D–3D numerical model was applied in this study to account for the dynamic characteristics of saltwater intrusion in the MW, and the impacts of tide and river discharge on the length of saltwater intrusion were uncovered. Results are as the followings: (1) River discharge from upstream induces an obvious dilution of salinity along the MW, whereas tide can exert a positive force that pushes salt water landward. The effects of river discharge and tide on the length of saltwater intrusion can be well described by a regression function; (2) the saltwater intrusion along the MW is generally aggravated by increases in tidal range from the South China Sea. The length of saltwater intrusion usually reaches a maximum 2 or 3 days before spring tide, and the hourly length of saltwater intrusion along the MW usually slows the tidal process for approximately 4 h, which can provide important information that the pumping operation along the MW to store freshwater in the backup storages needs to be at least 3 days ahead of the spring tide so as to avoid serious impact from saltwater intrusion; (3) the length of saltwater intrusion generally decreases with increasing river discharge. In 2005, 2009 and 2010, the average river discharge from upstream was 2680, 2630 and 3160 m3/s, respectively, with corresponding average lengths of saltwater intrusion of 32.7, 42.3 and 21.4 km. The inverse correlation between the water flow and the length of saltwater intrusion may provide some guidance for operations to maintain enough upstream flow to dilute the salinity and therefore satisfy the domestic water supply. 相似文献
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磨刀门水道咸潮入侵及其变异分析 总被引：7，自引：1，他引：7
随着区域经济及人口的进一步增长,珠江三角洲磨刀门水道已成为江门、中山、珠海、澳门等城市重要的水源地,相应咸潮入侵对供水安全造成的危害也越来越严重。本文依据实测资料和现场调研,对磨刀门水道咸潮入侵的潮相变化、径流—咸潮的响应模式、风对咸潮入侵的影响及咸潮入侵的历史演变趋势及其变异、最小压咸流量及最佳压咸时机等进行了研究。研究结果表明,影响咸潮入侵的主要因素是径流,有利于咸潮入侵的风向为北风～东北风。以思贤滘流量(即马口水文站与三水水文站流量之和)为参照,为保障珠海、澳门供水安全,磨刀门水道最小压咸流量范围为2200-2700m3/s,平均流量为2450m3/s,最佳压咸补淡的时机为大潮转小潮期,也就是朔望(半月)周期的落潮期。 相似文献
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长江中下游的河湖水交换关系典型且复杂,为描述河湖水量相互交换过程,提出了河湖水量交换系数的概念,即某一时段内由支流汇入湖泊的径流量与湖泊泄入干流径流量的比值,表示河湖水量交换的激烈程度。根据水量平衡原理推导出河湖水量交换系数计算的经验公式,并把河湖水量交换过程分为3种状态:“湖分洪”、“稳定”和“湖补河”。近60多年来河湖水交换系数年际变化趋势表明:洞庭湖与长江干流的水交换状态从“湖分洪”到“稳定”,再到“湖补河”状态发展;鄱阳湖与长江干流的水交换系数在稳定状态附近波动,河湖水交换状态无明显趋势性变化,河湖系统演化稳定。河湖水交换系数与长江干流径流量相关性良好,而与湖泊支流径流量相关性较差,表明长江干流径流量的大小是河湖水量交换过程的主控因素。 相似文献
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Hypoxia/anoxia in bottom waters of the Rappahannock River, a tributary estuary of Chesapeake Bay, was observed to persist throughout the summer in the deep basin near the river mouth; periodic reoxygenation of bottom water occurred on the shallower sill at the river mouth. The reoxygenation events were closely related to spring tide mixing. The dissolved oxygen (DO) in surface waters was always near or at the saturation level, while that of bottom waters exhibited a characteristic spatial pattern. The bottom DO decreased upriver from river mouth, reaching a minimum upriver of the deepest point of the river and increasing as the water becaume shallower further upriver. A model was formulated to describe the longitudinal distribution of DO in bottom waters. The model is based on Lagrangian concept—following a water parcel as it travels upriver along the estuarine bottom. The model successfully describes the characteristic distribution of DO and also explains the shifting of the minimum DO location in response to spring-neap cycling. A diagnostic study with the model provided insight into relationships between the bottom DO and the competing factors that contribute to the DO budget of bottom waters. The study reveals that both oxygen demand, either benthic or water column demand, and vertical mixing have a promounced effect on the severity of hypoxia in bottom waters of an estary. However, it is the vertical mixing which controls the longitudinal location of the minimum DO. The strength of gravitational circulation is also shown to affect the occurrence of hypoxia. An estuary with stronger circulation tends to have less chance for hypoxia to occur. The initial DO deficit of bottom water entering an estuary has a strong effect on DO concentration near the river mouth, but its effect diminishes in the upriver direction. 相似文献