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1.
潮汐河口支流建闸闸下淤积研究   总被引:6,自引:0,他引:6  
潮汐河口建闸的关键问题是闸下淤积。在潮汐河口支流口门上建闸,其闸下淤积面貌主要取决于干流主槽的位置,这与在潮汐河口干流上建闸的闸下淤积问题有着本质上的差异。以钱塘江河口支流曹娥江口门建闸为例,应用河床演变分析、动床实体模型和现场冲淤试验预测了曹娥江大闸闸下淤积面貌和淤积速率,为曹娥江大闸的建设提供了科学依据。  相似文献   

2.
海河口演变特性分析   总被引:4,自引:0,他引:4  
总结了海河口的历史变化过程,通过实测资料分析了海河口建闸后的淤只情况、目前的淤积形态及其主要原因,认为河口建闸30a来,在径流量逐渐减小的条件下,潮汐水流是塑造闸下淤积形态的主要动力。  相似文献   

3.
河口闸下淤积和清淤措施研究综述   总被引:1,自引:0,他引:1  
淤泥质河口建闸后需要解决泥沙淤积的问题,它制约着河口的综合利用。本文就我国淤泥质河口挡潮闸引起的闸下淤积和清淤措施研究成果进行了综述。首先归纳了我国主要建闸河口闸下淤积类型.多数学者根据潮波变形理论和不平衡输沙理论对闸下淤积的力学机理和控制因素进行分析,解释和预测河口闸下淤积的基本特征和发展趋势。提出不同类型的建闸河口防淤减淤措施。最后指出目前研究中的不足和以后应进一步加强研究的问题。  相似文献   

4.
通过对近20 a实测水文地形资料的深入分析,得到了灌河干流河道及出口水道的冲淤演变规律:干流河道在盐东控制闸建闸前,以响水为界上段冲刷下段淤积,建闸后,从多年平均来看上段明显淤积下段冲刷;近10 a来,陈家港以下的干流河道弯道凹岸处均为深槽逼岸的冲刷区,且处在持续稳定冲刷状态;自20世纪80年代以来,灌河口外岸滩冲刷强度减弱,近10 a来,河口外冲淤近于平衡状态。这些研究为灌河口码头、航道等工程建设提供科学依据。  相似文献   

5.
黄海沿岸河口过程类比   总被引:5,自引:0,他引:5  
沈焕庭 《海洋与湖沼》1990,21(5):449-457
本文通过对黄海沿岸几个主要河口的水文、泥沙和沉积特性的综合研究表明,黄海两岸河口的来水来沙条件和海洋动力条件有显著差异,使两岸的河口处在不同发育阶段,从而形成了不同的河口类型和对黄海沉积作用的不同贡献。长江河口的南移、黄河口的北徙以及一些河口建闸,改变了黄海沉积物冲淤分布的格局,也导致了黄海沉积速率的减缓。  相似文献   

6.
敖江河口是一条径流量小,潮波变形剧烈,海域来沙丰富的强潮河口。由于上游建库,支流建闸,使下泄径流和河口进潮量减少,从而导致河口的淤积,其中以敖江港区淤积最为严重。本文依据天然实测资料,对河口和港区淤积原因作了分析论证。并利用一、二维耦合数学模型计算了丁坝整治工程和疏浚挖泥对改善港区的效用。  相似文献   

7.
风暴潮对华南沿海及河口区域影响较大,随着社会经济的进一步发展,为减少风暴潮灾害损失,需采取必要的减灾措施。常见的减灾措施有加固堤防、提高堤防高程以及河口关键部位建闸等。本文以珠江河口白龙河水域为例,通过建立风暴潮数学模型,选择对珠江河口影响较大的典型风暴潮"9316贝姬"和"0814黑格比",论述了河口建闸相对于加固堤防或者提高堤围高程的减灾效应及优势。数学模型计算及论证表明:受风暴潮影响河口水域建闸的减灾效应明显。  相似文献   

8.
不同类型建闸河口闸下淤积模拟计算   总被引:1,自引:0,他引:1  
针对闸下淤积问题建立三维水动力和泥沙数学模型,在挟沙能力公式中考虑浮泥的影响,采用枚举法和最小二乘法相结合率定公式中的参数,较好地反映了建闸河口概化物理模型闸下三维水流和含沙量分布.采用该数学模型研究了短引河河道型、短引河滩槽型和长引河河道型三种类型建闸河口闸下淤积特性.结果表明,在计算条件相同的情况下,建闸河口闸下淤积速率和淤积总量与闸下河道长度、滩槽宽度有关;短引河河道型闸下初始淤积速率最大,长引河河道型闸下初始淤积速率最小;长引河河道型闸下累积淤积厚度最大,短引河滩槽型闸下累积淤积厚度最小;长引河河道型闸下河道淤积总量最大,短引河滩槽型闸下河道淤积总量最小;闸下河道两侧滩地的归槽水对闸下河道减淤作用明显.  相似文献   

9.
黄湾建闸方案是钱塘江河口治理和杭州湾综合开发利用的规划方案之一。基于前期研究,本课题采用比尺模型和数学模型配合的方法,进一步研究了黄湾建闸后杭州湾动力条件的变化,进而分析和预测了闸下乃至全杭州湾的河床淤积趋势。  相似文献   

10.
泥质河口闸下冲淤特性及冲淤量的分析预报   总被引:10,自引:2,他引:10  
王宏江 《海洋工程》2002,20(4):78-84
通过泥质河口建闸工程闸下淤积特性的分析研究表明,闸下河段淤积的条件是涨潮流带入河段的泥沙数量大于落潮流从河段内带走的泥沙数量。其水动力原因是径流量减小和潮波变形。在此基础上提出了建闸工程和建闸与双导堤相结合闸下淤积和冲刷的分析预报方法,这些冲淤分析预报方法得到了相关工程的实测资料及浑水动床物模试验结果的验证。  相似文献   

11.
邻近城市土壤重金属对九龙江口沉积土壤的影响   总被引:2,自引:0,他引:2  
在研究建立于漳州地区生态地球化学调查基础上,对河口湾沉积物的重金属与人口高度集中的城市地区土壤重金属的分布特征进行了对比,分析了人为活动对河口的影响,结果表明,城区与河口湾表层样品都舍有相对区域基准值较高的Hg、Cd,而且Hg富集系数要远高于Cd的富集系数。分析两种元素来源与迁移方式可知,Hg由于可通过气态形式迁移而对河口影响更大。城区与河口湾样品的重金属进行聚类分析与主因子分析结果表明:城区土壤的As、Zn、Mo、Ni、Cr和Mn主要来自基岩来源。Pb、Se、Cd可以作为人为污染的指示元素,Hg、Sn显示与其他元素具有相对独立的行为。河口湾的元素组合与城区重金属基本相似,但Pb、Cu、Se、Mo、Cd显示出两种因素都有较大影响,可以指示人为影响与基岩源的双重作用。  相似文献   

12.
Three estuaries with differing catchment use and freshwater input were investigated in terms of their nutrient status, phytoplankton biomass, freshwater inflow and salinity between 1993 and 1995. The nutrients analysed include phosphate, nitrate, nitrite, ammonia and total particulate nitrogen. All the parameters were investigated for their relationship with land-use and freshwater abstraction. The Kromme River catchment area is relatively pristine, the river is impounded for ca. 133% of its mean annual runoff, and consequently, freshwater input into the estuary is only episodic. Nutrient and chlorophyll-a concentrations are low, but become elevated when freshwater does reach the estuary. The Geelhoutboom tributary contributes nutrients to the Kromme estuary during high freshwater inflow conditions, but is not a viable nutrient contributor during low flow conditions. Freshwater abstraction from the Swartkops River catchment is limited, and it is characterised by urbanisation and industrial development. The Swartkops River was the main source of phosphate in the estuary, whereas other small tributaries along the estuary were additional point sources for nitrate, ammonia and nitrite. The third system, the Sundays estuary, has no tributaries or other point sources except the Sundays River, where the catchment is extensively used for agriculture and freshwater input relatively high. The phytoplankton biomass (in terms of chlorophyll-a) was highest in the Sundays estuary, although phosphate concentrations were as low as in the Kromme estuary. Trends over time indicated a decrease in phosphate concentrations and showed variations for inorganic dissolved nitrogen concentrations since the previous 15 years in all the three estuaries. Nutrient stochiometry had changed in favour of inorganic dissolved nitrogen.  相似文献   

13.
河口作为陆海相互作用的关键带,是河流入海泥沙及污染物的主要归宿地。钦江作为广西第二大河流,在茅尾海资源开发利用和生态环境保护与修复中发挥着重要作用。为进一步认识钦江河口地区的沉积动力过程,2021年10月27日至12月8日在此展开水动力和水体环境要素的连续观测。现场观测与分析结果表明,观测期间钦江河口潮汐类型为正规全日潮,浅水分潮显著,平均潮差为3.07 m,具有落潮优势;潮流以全日分潮流为主导,平均流速为0.12 m/s,运动形式主要为往复流;余流流向主要为西南方向。钦江河口潮汐和潮流性质较外湾和茅尾海中部海域全日潮特征更显著。枯季期间河口表层沉积物随潮汐运动表现为侵蚀-沉降交替的变化规律,垂向上侵蚀通量大于沉降通量,水平方向上悬沙净向海输运。冷空气过境带来的降雨使得钦江河口水体盐度降低、浊度增大,悬沙浓度及输沙量增加,同时冷空气南下时北风增强引起钦江河口减水效应并使潮差略有增加,水动力强度增大,增加表层沉积物的活动性,从而引起底部沉积物再悬浮强度和频率增加。  相似文献   

14.
黄河口有着我国典型的新生湿地生态系统,生态环境非常脆弱,极易受到陆源和海洋污染事故的影响。本文针对黄河口附近海上油田的开发和运输带来的潜在溢油风险,结合溢油污染概率模型以及河口的生态脆弱性,对黄河口湿地潜在溢油污染风险进行评估。在河口水动力模拟的基础上,采用随机情景模拟法选取300种风和潮流组合作为溢油模拟的强迫条件,分别模拟溢油后72 h和720 h的污染结果,并统计黄河口湿地受溢油污染影响的最大概率和最短时间,采用环境敏感指数表征湿地对溢油污染的敏感程度、危害后果指数量化表征其危害程度及风险矩阵量化风险高低。结果表明黄河口国家公园受潜在溢油污染概率较大,危害后果指数值为29,处于较高危害等级,属于中风险区;河口岸线受潜在溢油污染概率较小,危害后果指数值均小于1,溢油危害后果低,属于低风险区。  相似文献   

15.
The aim of this study was to investigate phytoplankton abundance, composition and vertical export in the highly stratified Krka estuary, Croatia. The estuary is stratified throughout the year, and an interface between fresh- and brackish water plays an important role in production and degradation of biogenic matter. Vertical export of particulate organic carbon (POC), phytoplankton carbon (PPC) and faecal pellet carbon (FPC) was studied by deploying sediment traps in the middle and lower reach of the estuary and in the adjacent coastal zone. Zooplankton faecal pellet (FP) production experiments were conducted to provide additional information on the potential contribution of FP to the total carbon flux. High suspended concentrations of POC, chlorophyll a and phytoplankton was found in the lower reaches of the Krka estuary, adjacent to a source of anthropogenic eutrophication. The fraction of organic detritus to the total POC flux was 61–69% inside the estuary but only 7% at the marine station. This indicates that the primary producers in the surface layer of the Krka estuary are decomposed in and below the interface and then settle as detritus to the bottom. Low sedimentation rates in the coastal zone outside the estuary revealed that the eutrophication does not spread out of the estuary. Mesozooplankton played a modest role in vertical flux regulation, due to their low abundance and dominance of smaller forms as well as low faecal pellet production rates. It is concluded that processes taking place at the freshwater-seawater interface are of major importance for the vertical carbon flux in the investigated area.  相似文献   

16.
瓯江河口江堤控制线的研究   总被引:1,自引:0,他引:1  
依据河口的河宽放宽率半理论公式,运用河势演变分析与用一维、二维数值模型的模拟等手段,从河道的防洪、河势、水流、航运等方面及其对环境影响的角度出发,对不同江堤控制线方案进行了比选与论证,提出了江堤控制线的推荐方案。  相似文献   

17.
河口沉积物作为承接陆海过程的重要载体, 是有机质赋存的主要形式之一。本文研究了珠江口沉积物总有机碳、总氮含量和沉积物可溶性有机物三维荧光特征, 以及其在口内区、混合区和口外区空间差异和影响因素, 并结合碳稳定同位素(δ13C)估算了珠江口各区域沉积物中不同来源有机质的贡献。结果显示: (1)沉积物总有机碳和总氮含量空间变化相似, 口内区和混合区域沉积有机质含量显著高于口外区; 主成分分析发现, 口内区沉积有机质含量主要受径流输入的影响, 口外区主要受Fe3+的影响; (2)MixSIAR稳定同位素混合模型结果显示, 口内区和混合区沉积有机质以陆源为主, 口外区则以海源为主; (3)珠江口沉积物新生有机质较多, 可快速被利用, 总体上不利于有机碳存储; 而陆源输入导致口内区和混合区沉积有机质腐殖化程度较高, 有机碳可存储性相对较高, 口外受海源有机质和铁氧化物—有机质复合体的影响, 有机碳可存储性相对较低。本研究可为深入认知河口区沉积有机质的生物地球化学过程及有机碳存储提供参考。  相似文献   

18.
Hurricane Isabel made landfall along the North Carolina coast on September 18, 2003 (UTC 17:00) and the storm surge exceeded 2.0 m in many areas of the Chesapeake Bay and in the York River estuary. River flooding occurred subsequently, and the peak river discharge reached 317 and 104 m3 s−1 in the Pamunkey and Mattaponi rivers, respectively. The York River estuary experienced both storm surge and river flooding during the event and the estuary dynamics changed dramatically. This study investigates the hydrodynamics of the York River estuary in response to the storm surge and high river inflows. A three-dimensional model was used to investigate the changes of estuarine stratification, longitudinal circulation, salt flux mechanisms, and the recovery time required for the estuary to return to its naturally evolved condition without the storm. Results show that the salt flux was mainly caused by advection, which was induced by the barotropic gradient during the storm event. The net salt flux increased by a factor of 30 during the rise of the storm surge. However, the large amount of salt transported into the estuary was quickly transported out of the estuary as the barotropic gradient reversed during the descent of the storm surge. Subsequent high freshwater inflow influenced the estuarine circulation substantially. The estuary changed from a partially mixed estuary to a very stratified estuary for a prolonged period. The model results show that it will take about 4 months for the estuary to recover to its naturally evolved salinity distribution after the impacts of the storm surge and freshwater pulse.  相似文献   

19.
利用二进流数学模型对冰后期最大海侵以来5期古岸线与现在岸线条件下古长江河口湾、古钱塘江河口湾及其邻近海域的主要水动力M2潮流场进行了数值模拟;在此基础上,分别计算了进入不同时期潮流场的7种粒径泥沙的潮平均单宽悬移输沙率与扒移输沙率及其相应的输沙率散度,据此得出不同粒径泥沙在当时潮流场中的悬移与推移输过趋势,划分了海 淤积区与冲刷区 同时期的潮流场作用下,长江入海泥沙除最大限度地沉积在古长江河口湾(  相似文献   

20.
The coastal region adjacent to Tomales Bay, California is dominated by wind-driven upwelling during spring and summer and the cold, upwelled water is moved towards Tomales Bay, entering the estuary with the flood tide. If the tidal excursion is ≥6 km and the cold water subducts beneath the warmer, less dense estuarine water, a temperature controlled density current may form and intrude towards the head of the estuary as a thermally stratified bottom layer. The numerical modelling was aimed at determining the capability of the Delft3D-FLOW model to reproduce the cold ocean water intrusion events, the response (development and progression) of these intrusions to differing physical scenarios and the comparative importance of the parameters to the intrusions. The numerical model successfully reproduced the density intrusions and showed that the persistence and break down of the density intrusions were affected by a number of physical parameters, to varying degrees. The sensitivity analysis showed that density intrusion formation is controlled by tidal conditions and ocean water temperature. The strength and persistence of the developed density intrusions are influenced by wind, insolation and estuary depth. Fresh water inflow at the head of the estuary had no impact on the density intrusions. Three-dimensional numerical modelling is thus a valuable tool in understanding the estuary and its functioning.  相似文献   

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