共查询到20条相似文献，搜索用时 46 毫秒
1.
杭州湾跨海大桥对钱塘江河口水流的影响 总被引：1，自引：0，他引：1
通过河工模型试验,研究建设在潮汐河口的特大型桥梁——杭州湾跨海大桥对水环境产生的影响。杭州湾跨海大桥河工模型上边界选在老盐仓,下边界定在金山,平面比尺为1000,铅直比尺为100,模拟总水域面积约2200km2;模型运用2000年9月杭州湾实测水下地形及大范围同步水文测验资料进行了验证,其精度较高。在此基础上,结合实测资料分析,运用定床模型试验对杭州湾跨海大桥建成后附近水域流态的变化及对钱塘江涌潮、上游行洪等的影响进行了分析和预测。建桥前后潮位、流速流向、潮流量以及涌潮高度等试验数据的变化表明,杭州湾跨海大桥建成后对钱塘江河口水流的影响主要在桥位近区,对涌潮、上游行洪基本没有影响。 相似文献
2.
金塘大桥跨越灰鳖洋,连接金塘岛沥港镇与宁波镇海新泓口,全长18.5 km,为舟山连岛工程的主体.该大桥工程所在海域潮汐为非正规浅海半日潮,历年最大潮差为3.67 m,多年平均潮差为1.91 m;潮流呈往复流特征,且基本平行于峡道走向.金塘大桥水域东侧微冲,西侧微淤,深泓摆幅较小,深槽稳定.在海床演变分析的基础上,运用数学模型进行了桥轴线的优化,由实体定床与动床模型探讨了建桥对水动力的影响.数学模型选用2002年3月和11月实测水文测验资料对模型进行率定和验证.物理模型选取中值粒径为0.2 mm的塑料沙作为动床试验的模型沙,选用2002年11月实测水文测验资料对定床模型进行验证,选用2002年11月和2003年4月两次水下地形资料对动床模型进行河床冲淤验证,验证精度均满足相关规范要求.研究结果表明,以推荐的方案建桥对桥位近区的潮位、流速与潮量的影响均较小.建桥后,下游高潮位有所抬高,上游高潮位有所降低;上游低潮位有所抬高,下游低潮位略有降低.由于桥墩的阻水作用,使该桥所在海域海流流速整体上略有减小,减小量一般在5%以内;桥墩间因海流集中使流速有所增加.建桥使主航道航深有所增加,桥位近区与远区分别冲刷0.6～0.8 m和0.1～0.2 m;西航道桥轴线近区冲刷0.4～0.5 m,远区淤积0.1～0.2 m.建桥对甬江口、金塘锚地、七里屿锚地均无明显的不良影响,对北仑港区基本没有影响. 相似文献
3.
采用 1999年 1～ 2月实测水文泥沙资料 ,1996年 10月底质调查资料以及 1998年水下地形测图 ,对洋山海区岛屿间水流、泥沙及水下地貌特征进行研究。分析表明 ,洋山海域属淤泥质海岸带的中等潮差近岸水域 ,缘于基岩为主体的岛屿与大流速的水流间的相互作用 ,其基本特征为大流速、多通道、高含沙量以及浅滩 (岛屿 )与深槽间布的水下地形 ,从潮量对比看 ,其主要潮汐通道南北岛链间通道为涨、落潮流共同作用且以落潮流为主的通道 ,小洋山 -镬盖塘通道为涨潮流通道 ,镬盖塘 -大岩礁通道为落潮流通道。基于以上认识 ,港口整体布局类型可分为人工岛型和单通道型 ,而布置起步工程时 ,应注意其附近小洋山 -镬盖塘通道以涨潮流为主的特性 ,为减少对原始流场影响 ,以布置在小洋山岛西南侧为佳。 相似文献
4.
高含沙量岛屿海域冲刷槽的成因及其建港意义—以杭州湾湾口北部洋山海域为例 总被引：16，自引：1，他引：16
采用1999年1－2月实测水文泥沙资料，1996年10月底质调查资料以及1998年水下地形测图，对洋山海区岛屿间水流、泥沙及水下地貌特征进行研究。分析表明，洋山海域属淤泥质海岸带的中等潮差近岸水域，缘于基岩为主体的岛屿与大流速的水流间的相互作用，其基本特征为大流速、多通道、高含沙量以及浅滩（岛屿）与深槽间布的水下地形，从潮量对比看，其主要潮汐通道南北岛链间通道为涨、落潮流共同作用且以落潮流为主的通道，小洋山－镬盖塘通道为涨潮流通道，镬盖塘－大岩礁通道为落潮流通道。基于以上认识，港口整体布局类型可分为人工岛型和单通道型，而布置起布工程时，应注意其附近小洋山－镬盖塘通道以涨潮流为主的特性，为减少对原始流场影响，以布置在小洋山岛西南侧为佳。 相似文献
5.
为了解杭州湾北部波浪特性,利用杭州湾北部一年实测波浪资料,统计分析该地区的波参数变化特征,运用回归分析获得波参数之间的相关关系,并用谱参数及波谱形态分析了实测波浪频谱的变化特性。结果表明,与杭州湾南部海域波浪特性明显不同之处是热带气旋对本观测水域波浪的影响强度大于冬季季风的影响强度,较大波浪主要由热带气旋引起,并且路径相似的热带气旋在杭州湾南、北部测点引起的最大波浪其参数较为接近。研究水域常浪向分布在东东北至东南向,强浪向主要分布在东东北方向。研究成果可为河口海湾相关工程的设计建造和沿海防灾减灾提供重要参考。 相似文献
6.
港珠澳大桥地处伶仃洋的湾口水域,东、西人工岛分别位于伶仃洋大濠深槽两侧。人工岛水域水深流急,潮流正面冲击人工岛,易造成人工岛海域水下地形发生大的变化与调整,最终形成以人工岛为中心的局部滩槽新格局。在大桥工程设计阶段,采用伶仃洋二维潮流泥沙数学模型,对人工岛建设后的伶仃洋水沙环境和水下地形冲淤进行了模拟计算。模型预测结果表明,人工岛对伶仃洋水域的水沙环境影响集中在人工岛上、下游各5 km水域内,人工岛呈冲刷趋势,岛体上下游形成以岛为中心的梭状淤积体。人工岛建设10年前后的水下地形冲淤变化结果表明,人工岛建设引起的海床冲淤变化趋势与数学模型预测结果基本一致,此为当初采用的数学模型预测效果提供了良好的佐证。 相似文献
7.
河口区治江围涂对杭州湾水动力及海床影响分析 总被引：5，自引：2，他引：5
自二十世纪六十年代起，钱塘江河口进行了大规模治江围涂，人类活动对杭州湾水域的影响越来越为人们关注。基于实测资料的分析和潮汐水流数学模型计算，探讨了钱塘江河口区围涂对杭州湾水域潮汐水流和海床的影响。研究成果可为钱塘江河口和杭州湾的进一步开发治理和环境保护提供科学依据。 相似文献
8.
南黄海的辐射沙脊群海域地形地貌复杂多变,应用遥感技术来测量其水下地形不仅有可能,而且势在必行。在对沿海及长江口门内外遥感反演水下地形研究的基础上,选择沙脊群海域中有代表性的一块水域为研究区,同步测量其水下地形和水流、悬沙含量,用实测地形和MODIS影像数据建立水深反演模型,同时分析该区域的悬沙光谱特征,选择悬沙遥感参数,以MODIS数据的水深反演模型和沙脊群水域的悬沙遥感参数为依据,建立削弱悬沙影响的水深遥感模型,从而反演出1.5×104km2的辐射沙脊群水下地形。从反演结果看,所建模型的相关系数二次方的值为0.664,F-值为18662,平均绝对误差为1.52m,平均相对误差为24%,5~15m水深段的平均相对误差只有18%,反演效果较好。 相似文献
9.
分析了杭州湾北岸一个潮间带小海湾－炮台湾及其前沿海域的流场、含沙量分布及水下地形的变化，指出小海湾内水流主要受湾外浅水水流控制，在独特的边界地影响下，湾内在不同时段内出现历时较短的水平环流，流场变化较快，小水深时水体含沙量较高，含沙量随水深和水流和变化而急剧变化。对湾外浅水水域水流的挟沙力了计算，并讨论了炮台湾围堤后水流挟沙力的变化，给出围堤后水下岸坡剖面变动的预测，经与实测比较，结果是令人满意的 相似文献
10.
长江口南港河段水文泥沙特性及河床演变分析 总被引：11，自引：0，他引：11
通过对１９９５、１９９６、２０００年长江口南港河段五拟建港区水域水文测验资料及历年长江口有关水文泥沙及地形资料的分析,论证了南港河优水文特性和河床演变的基本概况,文中的观点可供建港规划部门参考。 相似文献
11.
Coastal inundation associated with extreme sea levels is the main factor which leads to the loss of life and property whenever a severe tropical cyclonic storm hits the Indian coasts. The Andhra and Orissa coasts are most vulnerable for coastal inundation due to extreme rise in sea levels associated with tropical cyclones. Loss of life may be minimized if extreme sea levels and associated coastal flooding is predicted well in advance. Keeping this in view, location specific coastal inundation models are developed and applied for the Andhra and Orissa coasts of India. Several numerical experiments are carried out using the data of past severe cyclones that struck these regions. The simulated inland inundation distances are found to be in general agreement with the reported flooding. 相似文献
12.
This study tests the hypothesis that the in situ void ratio of surficial marine sediments may be predicted from shear wave velocity-depth data with a reliability equal to that of other methods currently available. Shear wave velocity is fundamentally controlled by the number of grain-to-grain contacts per unit volume of material and by the effective stress across those contacts. In this study, three previously established empirical formulae are used to predict void ratio from velocity-depth data. Field data were acquired along a transect off the northern Californian coast across which water depth increased from 35 to 70 m and seafloor sediment type varied from sand to silty-sand, respectively. A towed seafloor sled device was used to collect shear wave refraction data, and a marked, systematic decrease in velocity was observed along the line, ranging from 35-70 m/s for the coarse, near-shore material to 25-40 m/s for the finer, offshore deposits. Void ratios predicted from these velocities were compared with data measured directly from box-core samples. Of the formulae used for prediction, two agree remarkably well with the control data. Both predicted and control values increase from 0.6-0.8 for the sandy material to 1.1-1.5 for the silty-sand. Thus, this study does not disprove the hypothesis set and demonstrates the potential of field shear wave velocity-depth data as a means of delineating spatial variation in void ratio for surficial marine sediments in a remote, nondestructive manner. 相似文献
13.
Hoi-Soo Jung Kap-Sik Jeong Yong-Shik Chu Sung-Hyun Park Ki-Hyune Kim 《Marine Georesources & Geotechnology》2001,19(3):181-195
Grain size and water content in box-core sediments from the Clarion-Clipperton fracture zone (C-C zone) in the northeast equatorial Pacific were analyzed in detail to understand the downcore variations across a hiatus between Quaternary and Tertiary layers. Grain-size distributions in the topmost core sediments show two modes: a coarse mode (peaked at 50 μm) and a fine mode (at 2-25 μm). The coarse mode disappears gradually with depth accompanied by the dissolution of siliceous fossil tests, whereas the fine mode coarsens due to the formation of authigenic minerals. Water content increases abruptly across a color boundary between an upper pale brown layer and a lower dark brown layer that is the hiatus between Quaternary and Tertiary layers. Abundant smectites and microvoid molds, which are created by the prolonged fossil dissolution in the underlying sediment, are attributed for the abrupt downcore variation of water content. Overall variations in grain size and water content in the topmost core sediments in the western C-C zone are possibly constrained by the dissolution of biogenic siliceous fossils. Variations in geotechnical properties related to these changes must be considered in the design of nodule collectors. 相似文献
14.
Shigehisa Nakamura 《Marine Geodesy》2001,24(1):27-33
This article concerns an interrelation between the sea levels and the western boundary flow near a tectonic boundary in a local zone in the Northwestern Pacific. In this zone, sea level variations at stations located on the coast facing the Pacific are studied to find the interrelation between variations of the Kurosio flow as an index of the distance of the flow axis off a specific coast. The result is discussed after data processing of the monthly means of the sea levels, and a notice is taken of variations caused by active crustal upheavals during a seismic event, a local earthquake. 相似文献
15.
Particulate samples were collected from the Changjiang river system during a flood period, in May 1997, and POC, stable isotope and lipids associated with particles were examined. Results showed the decrease (0.84% ～ 1.88%) of organic carbon content from the upper reaches to the estuary.δ13C values of particulate organic carbon was in the range of -24.9×10-3 to -26.6×10-3, which were close to the isotopic signature of continental C3 vegetation. Total particulate n-alkanes concentrations varied from 1.4 to 10.1μg/dm3,or from 23.7 to 107μg/g of total suspended matter. Fatty acids were present in all the samples, from 1.4 to 5.4μg/dm3, with saturated and unsaturated straight-chain and branched compounds in the carbon number range from C12 to C30. Both δ13C and the ratio of carbon content to nitrogen content indicate the predominance of terrestrial inputs (soil organic matter) among the particles. The biomarker approach has been used to identify the relative portion of terrigenous and autochthonous fraction in the particulate samples. The distribution of fatty acids suggests a striking phytoplanktonic and microbial signal in most particle samples. The terrestrial alkanes are used to estimate the contribution of terrestrial inputs along the mainstream. 相似文献
16.
Andrzej Chybicki 《Marine Geodesy》2018,41(1):1-23
Current trends of development of satellite derived bathymetry (SDB) models rely on applying calibration techniques including analytical approaches, neuro-fuzzy systems, regression optimization and others. In most of the cases, the SDB models are calibrated and verified for test sites, that provide favorable conditions for the remote derivation of bathymetry such as high water clarity, homogenous bottom type, low amount of sediment in the water and other factors. In this paper, a novel 3-dimensional geographical weighted regression (3GWR) SDB technique is presented, it binds together methods already presented in other studies, the geographically weighted local regression (GWR) model, with depth dependent inverse optimization. The proposed SDB model was calibrated and verified on a relatively difficult test site of the South Baltic near-shore areas with the use of multispectral observations acquired by a recently launched Sentinel-2 satellite observation system. By conducted experiments, it was shown that the proposed SDB model is capable of obtaining satisfactory results of RMSE ranging from 0.88 to 1.23[m] depending on the observation and can derive bathymetry for depths up to 12m. It was also shown, that the proposed approach may be used operationally, for instance, in the continuous assessment of temporal bathymetry changes, for areas important in the context of ensuring local maritime safety. 相似文献
17.
N. H. Khadge 《Marine Georesources & Geotechnology》2000,18(3):251-258
As a part of the environmental impact assessment studies, geotechnical properties of sediments were determined in the Central Indian Basin. The undrained shear strength and index properties of the siliceous sediments were determined on 20 box cores of uniform dimension collected from various locations in five preselected sites. The maximum core length encountered was 41 cm and most of the sediments were siliceous oozes consisting of radiolarian or diatomaceous tests. The shear strength measurements revealed that surface sediments deposited in recent times (0-10 cm) have a shear strength of 0-1 kPa; this value increases with depth, reaching 10 kPa at 40 cm deep. Older sediments have greater strength because of compaction. Water content varies in the wide range of 312-577% and decreases with depth. The clay minerals such as smectite and illite are dominant and show some control over water content. Wet density, specific gravity, and porosity do not indicate any notable variation with depth, thereby indicating a uniform, slow rate of sedimentation. The average porosity of sediments is 90.2%, specific gravity 2.18, and wet bulk density 1.12 g/cm 3 . Sediments exhibit medium to high plasticity characteristics, with the average plasticity index varying between 105% and 136%. Preliminary studies on postdisturbance samples showed an increase in natural water content and a decrease in undrained shear strength of sediments in the top 10- to 15-cm layer. 相似文献
18.
An Improved Calibration of Satellite Altimetric Heights Using Tide Gauge Sea Levels with Adjustment for Land Motion 总被引：2，自引：0，他引：2
Gary T. Mitchum 《Marine Geodesy》2000,23(3):145-166
Several major improvements to an existing method for calibrating satellite altimeters using tide gauge data are described. The calibration is in the sense of monitoring and correcting temporal drift in the altimetric time series, which is essential in efforts to use the altimetric data for especially demanding applications. Examples include the determination of the rate of change of global mean sea level and the study of the relatively subtle, but climatically important, decadal variations in basin scale sea levels. The improvements are to the method described by Mitchum (1998a), and the modifications are of two basic types. First, since the method depends on the cancellation of true ocean signals by differencing the altimetric data from the tide gauge sea level time series, improvements are made that produce a more complete removal of the ocean signals that comprise the noise for the altimetric drift estimation problem. Second, a major error source in the tide gauge data, namely land motion, is explicitly addressed and corrections are developed that incorporate space-based geodetic data (continuous GPS and DORIS measurements). The long-term solution, having such geodetic measurements available at all the tide gauges, is not yet a reality, so an interim solution is developed. The improved method is applied to the TOPEX altimetric data. The Side A data (August 1992?February 1999) are found to have a linear drift component of 0.55 + / 0.39 mm/yr, but there is also a significant quadratic component to the drift that is presently unexplained. The TOPEX Side B altimeter is estimated to be biased by 7.0 + / 0.7 mm relative to the Side A altimeter based on an analysis of the first 350 days of Side B data. 相似文献
19.
Extreme sea levels associated with severe cyclonic storms are common occurrences along the east coast of India. The coastal districts of Orissa have experienced major surges in the past. The recent Paradip super cyclone is one of the most severe cyclones, causing extensive damage to property and loss of lives. Extreme sea levels are major causes for coastal flooding in this region. Damages can be minimized if the extreme sea levels are forecast well in advance. In the present study, we develop a location specific, fine resolution model for the Orissa coast on the lines similar to that of IIT-D storm surge model (Dube et al. 1994). The model runs on a personal computer. The bathymetry for the model is extracted from very fine resolution naval hydrographic charts for the region extending from the south of Orissa to south of West Bengal. A simple drying scheme has also been included in the model in order to avoid the exposure of land near the coast due to strong negative sea surface elevations. An attempt was made in this study to simulate extreme sea levels along the Orissa coast using the data of past severe cyclones. The model results reported in the present study are in good agreement with available observations or estimates. 相似文献
20.
The continental margin of northern Sinai and Israel, up to Haifa Bay, is the northeastern limb of the submarine Nile Delta Cone. It is made up predominantly of clastics from the Nile and its predecessors. The continental shelf and coastal plain of Israel are built of a series of shore-parallel ridges composed of carbonate-cemented quartz sandstone (locally named kurkar), a lithification product of windblown sands that were piled up into dunes during the Pleistocene. The drop in global sea level and regression during the last glacial period exposed the continental shelf to subaerial erosion and created a widespread regional erosional unconformity which is expressed as a prominent seismic reflector at the top of the kurkar layers. The subsequent Holocene transgression abraded much of the westernmost kurkar ridges, drowned their cores, and covered the previous lowstand deposits with marine sands, which were in turn covered by a sequence of sub-Recent clayey silts. The Mediterranean coasts of Sinai and Israel are part of the Nile littoral cell. Since the building of the Aswan dams the sand supplied to Israel's coastal system is derived mainly from erosion of the Nile Delta and from sands offshore Egypt that are stirred up by storm waves. The sands are transported by longshore and offshore currents along the coasts of northern Sinai and Israel. Their volume gradually declines northward with distance from their Nile source. The longshore transport terminates in Haifa Bay where some sand is trapped, and the test escapes to deeper water by bottom currents and through submarine canyons, thus denying Nile-derived sand supply to the 40-km-long 'Akko-Rosh Haniqra shelf. The sand balance along Israel's coastal zone is a product of natural processes and human intervention. Losses due to the outgoing longshore transport, seaward escape, and landward wind transport exceed the natural gains from the incoming longshore transport and the abrasion of the coastal cliffs. The deficit is aggravated by the construction of (1) seaward-projecting structures that trap sands on the upstream side and (2) offshore detached breakwaters that trap sands between themselves and the coast. The negative sand balance is manifested by the removal of sand from the seabed and the consequent exposure of archaeological remains that were hitherto protected by it. The sediments that escape seaward from the longshore transport system form a 2.5- to 4-km-wide sandy apron adjacent to the shore that extends to where the water is 30 - 40 m deep. The apron's slope (0.5 - 0.8) is steeper than the theoretical equilibrium slope for the median grain-size diameter in this zone (0.1 - 0.3 mm). The beach sands and the apron's surficial sands are well sorted. Their grain size decreases with distance from shore, from 0.2 - 0.3 mm nearshore to 0.11 - 0.16 mm by the drowned ridge. The coarse-grained fraction consists of skeletal debris (commonly 5 - 12% carbonate matter) and wave-milled kurkar grains (locally named zifzif). In deeper water, the basal sands underlying the fine-grained sediment cover consist of 1- to 30-cm layers whose composition ranges from silty sands to various types of sands (fine, medium, coarse, and gravelly) to zifzif. For the most part, they contain large amounts of skeletal debris (20 - 60%) and small fragments of kurkar. Two types of kurkar rock were encountered offshore: a well-sorted, fine- to medium-grained (0.074 - 0.300 mm) lithified dune sand with variable amounts of carbonate cement, ranging from hard rock of low permeability to loose sand; and a porous sandstone made up predominantly of algal grains and skeletal debris (calcarenite). 相似文献