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Contributors to tidal duration asymmetry with varied coastline configurations on western shelf of Yellow Sea
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作者 Xi Feng Zheng Li +3 位作者 Hui Feng Jia-yan Yang Shou-peng Xie Wei-bing Feng 《Water Science and Engineering》 EI CAS CSCD 2024年第1期1-12,共12页
Coastal management in China is confronted with an urgent choice between natural restoration and maintenance of existing seawalls and reclaimed land for economic development.A key criterion for making this decision is ... Coastal management in China is confronted with an urgent choice between natural restoration and maintenance of existing seawalls and reclaimed land for economic development.A key criterion for making this decision is the resilience to coastal flooding,which depends on the ability to predict tidal level.Tidal duration asymmetry(TDA)is a key parameter in determination of the arrival and duration of flood tides.This study selected the western inner shelf of the Yellow Sea(WYS)as the study area and investigated the responses of TDA to different shoreline configurations and relative sea level rise.The responses of TDA to shoreline reconstruction yielded spatial variability locally and remotely.In the nearshore area,the responses of TDA to the complex ocean environment mainly originated from the combined functions of reflection,bottom friction,and advection,which controlled the energy transfer from M2 or S2 constituents to their overtides or compound tides.The sensitivity of TDA to coastline typologies was not limited to coastal waters but could stretch over the entire inner shelf.The vulnerability of tidal responses was due to the displacement of the M2 amphidrome of the Kelvin wave on the WYS,which in turn changed tidal energy fluxes over the regime.The relative sea level rise could intensify the feedback of TDA to seawalls and land reclamation. 展开更多
关键词 tidal duration asymmetry Western inner shelf of Yellow Sea Natural restoration Relative sea level rise tidal amphidrome
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Mean water level setup/setdown in the inlet-lagoon system induced by tidal action—a case study of Xincun Inlet,Hainan Island in China 被引量:7
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作者 GONG Wenping SHEN Jian WANG Daoru 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2008年第5期63-80,共18页
With the tides propagating from the open sea to the lagoon, the mean water level (MWL) in the inlet and lagoon becomes different from that at the open sea, and a setup/setdown is generated. The change of MWL (setup... With the tides propagating from the open sea to the lagoon, the mean water level (MWL) in the inlet and lagoon becomes different from that at the open sea, and a setup/setdown is generated. The change of MWL (setup/setdown) in the system imposes a great impact on regulating the development of tidal marshes, on determining the long-term water level for harbor maintenance, on the planning for the water front development with the flood control for the possible inundation, and on the interpretation of the historical sea level change when using tidal marsh peat deposits in the lagoon as the indicator for open sea' s sea level. In this case study on the mechanisms which control the setup/setdown in Xincun Inlet, Hainan in China, the 2-D barotropic mode of Eulerian - Lagrangian CIRCulation (ELCIRC) model was utilized. After model calibration and verification, a series of numerical experiments were conducted to examine the effects of bottom friction and advection terms, wetting and drying of intertidal areas, bathymetry and boundary conditions on the setup/setdown in the system. The modeling results show that setup occurs over the inlet and lagoon areas with an order of one tenth of the tide range at the entrance. The larger the bottom friction is, a larger setup is generated. Without the advection term, the setup is reduced clue to a decrease of water level gradient to compensate for the disappearance of the advection term. Even without overtides, a setup can still be developed in the system. Sea level rise and dredging in the inlet and tidal channel can cause a decrease of setup in the system, whereas shoaling of the system can increase the setup. The uniqueness of the Xincun Inlet with respect to MWL change is that there is no evident setdown in the inlet, which can be attributed to the complex geometry and bathymetry associated with the inlet system. 展开更多
关键词 tidal inlet water level setup/setdown ELCIRC Hainan Island
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The impact of coastal reclamation on tidal and storm surge level in Sanmen Bay, China 被引量:5
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作者 YANG Wankang FENG Xingru YIN Baoshu 《Journal of Oceanology and Limnology》 SCIE CAS CSCD 2019年第6期1971-1982,共12页
In recent years,fast economic development demands for more land use and thus many reclamation projects are initiated around the Sanmen Bay,Zhejiang,SE China in the East China Sea,for which tidal and storm surge levels... In recent years,fast economic development demands for more land use and thus many reclamation projects are initiated around the Sanmen Bay,Zhejiang,SE China in the East China Sea,for which tidal and storm surge levels are reassessed.A two-dimensional numerical model based on an advanced circulation model(ADCIRC)was applied to evaluate the impact of reclamation projects on tidal and storm surge levels in the bay.The results show that the shoreline relocation and topographic change had opposite effects on tidal heights.Shoreline relocation decreased the tidal amplitude,while siltation caused topographic change and increased the amplitude.Such variations of the amplitude were significant in the top areas of Sanmen Bay.Three types of typhoon paths were selected for a case study to investigate the impacts of shoreline relocation and topographic change on storm surge level.Results show that the maximum increase in storm surge level due to shoreline relocation was less than 0.06 m.The rise of peak surge level due to the change of topography was significant and the peak surge level rose when siltation increased.The maximum surge level rise occurred in the path of northwest landing typhoons,which exceeded 0.24 m at the top of the bay.The rise in peak surge level can potentially lead to severe damages and losses in Sanmen Bay and more attention needs to be paid to this problem of shoreline change in the future. 展开更多
关键词 Sanmen BAY RECLAMATION project tidal height peak SURGE level
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Effect of Sea Level Variation on Tidal Characteristic Values for the East China Sea 被引量:8
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作者 于宜法 俞聿修 +2 位作者 左军成 万振文 陈宗镛 《海洋工程:英文版》 2003年第3期369-382,共14页
Tidal waves in the East China Sea are simulated numerically with POM(Princeton Ocean Model) model for normal mean sea level, 30 cm higher, 60 cm higher, and 100 cm higher, respectively, and the simulated result is com... Tidal waves in the East China Sea are simulated numerically with POM(Princeton Ocean Model) model for normal mean sea level, 30 cm higher, 60 cm higher, and 100 cm higher, respectively, and the simulated result is compared with the harmonic analysis result of hourly sea level data from 19 tide gauges for more than 19 years. It is indicated that the long-term mean sea level variation affects notably tidal waves in this region. Generally, the tidal amplitude increases when the mean sea level rises, but this relationship may be inverse for some sea areas. The maximal variation of tidal amplitude takes place in the zones near the Fujian coast and the Zhejiang coast, rather than the shallowest Bohai Sea. The maximum increase of M2 amplitude can exceed about 15 cm corresponding to the 60 cm rise of the mean sea level along the Fujian coast. The other regions with large variations of tidal amplitude are those along the Jiangsu coast, the south-east coast of Shandong, and the south-east coast of Dalian. The propagation of tidal waves is also related to mean sea level variation, and the tidal phase-lag decreases generally when the mean sea level rises. Almost all the regions where the tidal phase-lag increases with rising mean sea level are close to amphidromic points, meanwhile the spatial area of such regions is very small. Because the influence of mean sea level variation upon tidal waves is spatially marked, such spatial effect should be considered in calculation of the tidal characteristic value and engineering water level. In the region where the amplitudes of the major tidal constituents increase, the probable maximum high water level becomes higher, the probable maximum low water level becomes lower, and both design water level andcheck water level increase obviously. For example, the design water level at Xiamen increases by 13.5 cm due to the variation of tidal waves when the mean sea level rises 60 cm, the total increase of design water level being 73.5 cm. 展开更多
关键词 East China Sea mean sea level tidal wave variation tidal characteristic value engineering water level
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A method to calculate design tide levels on the basis of numerical model of tidal current and its application 被引量:3
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作者 WANG Zhen WEI Youxing ZHANG Changkuan 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2012年第4期24-30,共7页
In order to determine the design tide levels in the areas without measured tide level data, especially in the areas where it is difficult to measure tidal levels, a calculation method based on a numerical model of tid... In order to determine the design tide levels in the areas without measured tide level data, especially in the areas where it is difficult to measure tidal levels, a calculation method based on a numerical model of tidal current is proposed. The essentials of the method are described, and its application is illustrated with an example. The results of the application show that the design tide levels calculated by the method are close to those determined by long-time measured tide level data, and its calculation precision is high, so it is feasible to use the method to determine the design tide levels in the areas. 展开更多
关键词 harbor engineering design tide level numerical model of tidal current correlationanalysis method empirical value method
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Tidal Level Response to Sea-Level Rise in the Yangtze Estuary 被引量:6
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作者 龚政 张长宽 +1 位作者 万里明 左军成 《China Ocean Engineering》 SCIE EI 2012年第1期109-122,共14页
The rise of tidal level in tidal reaches induced by sea-level rise has a large impact on flood control and water supply for the regions around the estuary. This paper focuses on the variations of tidal level response ... The rise of tidal level in tidal reaches induced by sea-level rise has a large impact on flood control and water supply for the regions around the estuary. This paper focuses on the variations of tidal level response along the tidal reaches in the Yangtze Estuary, as well as the impacts of upstream discharge on tidal level response, due to the sea-level rise of the East China Sea. Based on the Topex/Poseidon altimeter data obtained during the period 1993-2005, a stochastic dynamic analysis was performed and a forecast model was run to predict the sea-level rise of the East China Sea. Two- dimensional hydrodynamic numerical models downscaling from the East China Sea to estuarine areas were implemented to analyze the rise of tidal level along the tidal reaches. In response to the sea-level rise, the tidal wave characteristics change slightly in nearshore areas outside the estuaries, involving the tidal range and the duration of flood and ebb tide. The results show that the rise of tidal level in the tidal reaches due to the sea-level rise has upstream decreasing trends. The step between the stations of Zhangjiagang and Shiyiwei divides the tidal reaches into two parts, in which the tidal level response declines slightly. The rise of tidal level is 1-2.5 mm/a in the upper part, and 4-6 mm/a in the lower part. The stations of Jiangyin and Yanglin, as an example of the upper part and the lower part respectively, are extracted to analyze the impacts of upstream discharge on tidal level response to the sea-level rise. The relation between the rise of tidal level and the upstream discharge can be fitted well with a quadratic fimction in the upper part. However, the relation is too complicated to be fitted in the lower part because of the tide dominance. For comparison purposes, hourly tidal level observations at the stations of Xuliujing and Yanglin during the period 1993-2009 are adopted. In order to uniform the influence of upstream discharge on tidal level for a certain day each year, the hourly tidal level observations are corrected by the correlation between the increment of tidal level and the increment of daily mean upstream discharge. The rise of annual mean tidal level is evaluated. The resulting rise of tidal level at the stations of Xuliujing and Yanglin is 3.0 mm/a and 6.6 mm/a respectively, close to the rise of 5 mm/a according to the proposed relation between the rise of tidal level and the upstream discharge. 展开更多
关键词 Yangtze Estuary sea-level r&e stochastic dynamic analysis and forecast model tidal reaches dischargeincrement
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Morphodynamic signatures derived from daily surface elevation dynamics can explain the morphodynamic development of tidal flats 被引量:1
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作者 Tim J.Grandjean Jaco C.de Smit +4 位作者 Jim van Belzen Gregory S.Fivash Jeroen van Dalen Tom Ysebaert Tjeerd J.Bouma 《Water Science and Engineering》 EI CAS CSCD 2023年第1期14-25,共12页
Understanding the sensitivity of tidal flats to environmental changes is challenging.Currently,most studies rely on process-based models to systematically explain the morphodynamic evolution of tidal flats.In this stu... Understanding the sensitivity of tidal flats to environmental changes is challenging.Currently,most studies rely on process-based models to systematically explain the morphodynamic evolution of tidal flats.In this study,we proposed an alternative empirical approach to explore tidal flat dynamics using statistical indices based on long-term time series of daily surface elevation development.Surface elevation dynamic(SED)indices focus on the magnitude and period of surface elevation changes,while morphodynamic signature(MDS)indices relate sediment dynamics to environmental drivers.The statistical analyses were applied to an intervention site in the Netherlands to determine the effect of recently constructed groynes on the tidal flat.Using these analyses,we were able to(1)detect a reduction in the daily SED and(2)determine that the changes in the daily SED were predominantly caused by the reduction in wave impact between the groynes rather than the reduction in tidal currents.Overall,the presented results showed that the combination of novel statistical indices provides new insights into the trajectories of tidal flats,ecosystem functioning,and sensitivity to physical drivers(wind and tides).Finally,we suggested how the SED and MDS indices may help to explore the future trajectories and climate resilience of intertidal habitats. 展开更多
关键词 Surface elevation dynamics tidal flat trajectories Morphodynamic development Morphodynamic signature Bed level dynamics
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Tidal Response Characteristics of the Well Water Level in the Sichuan-Yunnan Region
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作者 Gong Haobo Li Guangke +2 位作者 Liao Xin Guo Weiying Chen Min 《Earthquake Research in China》 CSCD 2017年第2期188-200,共13页
In this paper,the long time series data of the well water-level data of 12 wells in the Sichuan and Yunnan area is analyzed by the Baytap-G tidal analysis software,and well water level tidal response characteristic pa... In this paper,the long time series data of the well water-level data of 12 wells in the Sichuan and Yunnan area is analyzed by the Baytap-G tidal analysis software,and well water level tidal response characteristic parameters( amplitude ratio and phase change)are extracted. We analyzed the features of the shape and stage change,and characteristic parameters of the tidal response of well water level before and after the earthquakes,which can provide a new method and approach to analyzing the response relationships between well water level and earth tide and barometric pressure. The results show that Luguhu Well and 9 other wells are affected by earth tides,and their well water level amplitude ratios and phases are relatively stable; the Nanxi Well and Dayao Well water level changes are affected by the barometric pressure combined with tide force,and their well water level amplitude ratios and phases are more discrete. The water level amplitude ratios and phases of Jiangyou Well,Luguhu Well and Dongchuan Well are significant to large earthquakes,and the relationship between seismic energy density and water level amplitude ratios and phases of M_2 wave of the three wells are presented. 展开更多
关键词 Well water level tidal response Sichuan Yunnan Region
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Extreme Events Assessment Methodology Coupling Debris Flow,Flooding and Tidal Levels in the Coastal Floodplain of the Sao Paulo North Coast(Brazil)
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作者 Rafael de Oliveira Sakai Diego Lourenco Cartacho +5 位作者 Emilia Arasaki Paolo Alfredini Alessandro Pezzoli Wilson Cabral de Sousa Junior Maurizio Rosso Luca Magni 《International Journal of Geosciences》 2013年第5期30-38,共9页
The North Coastal Region of the State of S?o Paulo, which comprises the Municipalities of Caraguatatuba, S?o Sebasti?o, Ilhabela and Ubatuba, is one of the most prone to flooding and debris flow deposition Brazilian a... The North Coastal Region of the State of S?o Paulo, which comprises the Municipalities of Caraguatatuba, S?o Sebasti?o, Ilhabela and Ubatuba, is one of the most prone to flooding and debris flow deposition Brazilian areas, owing to hydrological extreme rainfall events usually coupled with extreme tidal levels. This risk is also high due to human lives and material assets, with increasing population rates and the establishment of large companies such as the Oil industry, with reduced defense/prevention measures and works.The catastrophic scenario of the city of Caraguatatuba, in March 1967, resulting from one of the most serious natural disasters in Brazil, fosters discussions about probabilities of heavy rainfall-caused events and rise in the sea level in coastal areas. Hence, this research is a consequence of this reality. The research is founded on an innovative methodology based on the analysis of past data of rainfall and tidal stations, complemented with debris flow registers in the region of the north coastal zone of the State of S?o Paulo (Brazil). The anaysis developed involved the meteorological, hydraulic, geotechnical and statistical knowledge areas.Practical results are intended to be used for urban planning, designs of macro-drainage, fluvial, maritime projects and debris flow retention structures. These practical applications will then associate the probability of occurrence of certain types of heavy rainfall-caused events such as flooding or debris flow coupled with a corresponding increase in tidal levels. 展开更多
关键词 Meteorology Hydrology Maritime Hydraulics Rainfall tidal levels Extreme Events Natural Disasters GEOMORPHOLOGY DEBRIS-FLOW FLOODING
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合理确定排涝泵站规模的感潮河道模型试验研究 被引量:1
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作者 刘中峰 黄本胜 +1 位作者 刘达 李明 《长江科学院院报》 CSCD 北大核心 2024年第4期23-28,共6页
合理确定泵站规模一直是感潮河道排涝工程设计中的关键问题。通过建立物理模型,在选定的水文边界条件和相应工程运行要求下,对某感潮水系两座涌口泵站规模进行试验研究。试验发现,受限于河涌过流能力,泵站规模存在临界值,超过该值后,即... 合理确定泵站规模一直是感潮河道排涝工程设计中的关键问题。通过建立物理模型,在选定的水文边界条件和相应工程运行要求下,对某感潮水系两座涌口泵站规模进行试验研究。试验发现,受限于河涌过流能力,泵站规模存在临界值,超过该值后,即使再进一步增加泵站规模,水位也不会继续下降;泵站抽排对某位置水位的降低效应与泵站和该位置之间的距离密切相关,距离越近,水位降低越明显。基于上述认识,通过试验确定了满足水位管控要求的两座泵站规模的合理组合:距离相对较远的温涌泵站为80 m3/s,较近的金紫涌泵站为130 m~3/s。试验方法和主要成果可为工程方案比选及优化提供重要依据,对类似河涌整治工程也具有一定的借鉴意义。 展开更多
关键词 感潮河道 排涝泵站规模 物理模型试验 水位 整治工程
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杭州湾北岸现代潮滩沉积物粒度特征及其对古海平面的指示意义
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作者 战庆 赵宝成 +2 位作者 陈昆钰 史玉金 王寒梅 《地质通报》 CAS CSCD 北大核心 2024年第4期516-526,共11页
对杭州湾北岸3处现代潮滩沉积物进行高精度粒度分析,查找研究区潮滩不同微相的粒度特征和差异,提取基于粒度分析的潮滩微相识别敏感指标,并将其应用到该区域的全新世钻孔潮滩沉积物中,识别钻孔潮滩沉积微相,据此建立研究区全新世早期的... 对杭州湾北岸3处现代潮滩沉积物进行高精度粒度分析,查找研究区潮滩不同微相的粒度特征和差异,提取基于粒度分析的潮滩微相识别敏感指标,并将其应用到该区域的全新世钻孔潮滩沉积物中,识别钻孔潮滩沉积微相,据此建立研究区全新世早期的海平面曲线。研究表明:杭州湾北岸现代高潮滩盐沼沉积物粘土含量明显高于高潮滩下部和中潮滩,而砂含量与之相反;高潮滩盐沼平均粒径等粒度参数明显小于中、高潮滩的粒度参数;盐沼沉积物粒度频率曲线峰态宽缓,明显区别于高潮滩下部和中潮滩。上述现代潮滩微相粒度敏感指标可成功应用到钻孔潮滩沉积微相划分中,并建立了该区域全新世早期海平面曲线。曲线显示,9700~8700 cal a BP期间海平面上升约11.6 m,海平面上升速率可达1.2 cm/a。现代潮滩不同位置沉积物粒度参数的规律性差异可作为潮滩微相识别的有效指标,为古潮滩沉积微相识别和古海平面重建提供参考依据。 展开更多
关键词 粒度分析 敏感指标 潮滩微相 海平面 杭州湾北岸
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2023年2月6日土耳其两次7.8级地震引起的井水位同震响应对比分析
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作者 梁卉 高小其 颜龙 《地震》 CSCD 北大核心 2024年第3期96-107,共12页
2023年2月6日,土耳其发生的两次7.8级地震引起了新疆乌鲁木齐地区新04井、新10井和新11井的同震响应,但同震变化形态各有不同。本文对比分析了这三口观测井水位的同震响应特征,探讨了地震引起的井水位同震响应机理。结果显示,本研究中... 2023年2月6日,土耳其发生的两次7.8级地震引起了新疆乌鲁木齐地区新04井、新10井和新11井的同震响应,但同震变化形态各有不同。本文对比分析了这三口观测井水位的同震响应特征,探讨了地震引起的井水位同震响应机理。结果显示,本研究中的三口观测井水位的同震响应类型有振荡、同震下降和同震上升三种。其中,新10井表现为振荡,而新04井和新11井则分别表现为同震下降和上升,表明井水位同震变化机理的复杂性。两次地震在同一观测井的同震响应形态一致,不同观测井水位同震变化与井孔所在位置的渗透性结构改变有关。 展开更多
关键词 井水位 同震响应机理 潮汐因子 相位滞后 2023年土耳其7.8级地震
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六垛南闸下游引河泥沙淤积特性数值分析
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作者 董兆华 孙猛 +2 位作者 李进东 栾逸 杨帆 《黑龙江水利科技》 2024年第9期1-4,26,共5页
为了明确六垛南闸下游引河的淤积特性,基于Mike软件数值计算求解了该闸下游引河的水沙运动,对闸下引河冲淤进行了预测分析,并通过闸下实测水位和预测水位进行对比验证了计算模型的正确性。结果表明:各泄流量时下游引河的水流均为顺岸流... 为了明确六垛南闸下游引河的淤积特性,基于Mike软件数值计算求解了该闸下游引河的水沙运动,对闸下引河冲淤进行了预测分析,并通过闸下实测水位和预测水位进行对比验证了计算模型的正确性。结果表明:各泄流量时下游引河的水流均为顺岸流动,流速分布规律相同;相同流量时沿程流速整体呈增大趋势。闸下引河的冲淤特性呈现出潮位越低,冲淤量越大的特点。建议六垛南闸开闸冲淤应尽量选择入海口潮位<0.3m时进行,同时可按照10d一个周期进行开闸冲淤。研究成果可为江苏省同类沿海挡潮闸防淤减淤提供参考。 展开更多
关键词 六垛南闸 引河 潮位 泥沙淤积 数值模拟
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基于BP神经网络和三次样条插值法的感潮河段水位预报
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作者 季俊杰 徐瑶瑶 +2 位作者 闻昕 纪凯文 马晶洁 《江苏水利》 2024年第7期33-37,46,共6页
针对常熟水利枢纽外江侧为感潮河段,提出一种基于BP神经网络和三次样条插值结合的感潮河段水位预报方法。结果表明,潮位预报预见期为1 d与2 d时,模型绝对误差分别为0.06 m与0.18 m,合格率分别为87.5%与70.9%,满足《水文情报预报规范》... 针对常熟水利枢纽外江侧为感潮河段,提出一种基于BP神经网络和三次样条插值结合的感潮河段水位预报方法。结果表明,潮位预报预见期为1 d与2 d时,模型绝对误差分别为0.06 m与0.18 m,合格率分别为87.5%与70.9%,满足《水文情报预报规范》所规定的发布正式预报要求;预见期为3 d时,模型绝对误差与合格率分别为0.28 m与61.4%,满足参考性预报要求。水位预报预见期为1 d时,模型绝对误差为0.07 m,适用于枢纽的精细化调度;预见期为2 d与3 d时,模型绝对误差分别为0.13 m和0.18 m,可为枢纽运行提供精准的外江侧水位预报。 展开更多
关键词 感潮河段 水位预报 水利枢纽
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沉积成因Sr/Ba指示的福建潮控海湾全新世沉积环境及海平面意义
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作者 陈能 邱彬焕 +6 位作者 张杰 余欢 刘演 El Said Shetaia 孙千里 于俊杰 陈静 《海洋地质与第四纪地质》 CAS CSCD 北大核心 2024年第5期95-106,共12页
福建沿海多发育潮控型海湾,潮滩平坦宽广,海湾水深较浅,有孔虫等微体生物较为匮乏,且其化石在地层中保存相对较差,致使沉积微相辨识存在一定难度,从而限制了深入理解该区全新世海平面变化过程及沉积环境响应。本研究拟利用不受保存环境... 福建沿海多发育潮控型海湾,潮滩平坦宽广,海湾水深较浅,有孔虫等微体生物较为匮乏,且其化石在地层中保存相对较差,致使沉积微相辨识存在一定难度,从而限制了深入理解该区全新世海平面变化过程及沉积环境响应。本研究拟利用不受保存环境限制的沉积成因Sr/Ba指标,探索其在福建宁德三沙湾地区沉积微相的辨识潜力,并结合AMS 14C年龄,探讨该区全新世以来的沉积环境演化及区域海平面变化。结果表明:①沉积成因Sr/Ba在三沙湾潮滩和海湾表层沉积物中平均值分别为9.06和20.43,具有显著差异。潮滩沉积物中的Sr/Ba明显高于长江等大河口地区(1~3),这是该区淡水输入量较少、潮滩盐度较高所致,这说明该指标辨识海陆过渡沉积相时需要考虑区域水文特点。②晚第四纪NDGK2钻孔沉积物Sr/Ba自下而上可分为3层(Ⅰ—Ⅲ):层Ⅰ为杂色硬黏土,Sr/Ba比值全孔最低(均值5.29),但也高于淡水环境,推测为前期海相沉积物的暴露改造;层Ⅱ—Ⅲ均为深灰色黏土,其中层Ⅱ均值为10.77,接近潮滩相;层Ⅲ均值为全孔最高(13.44),接近海湾相。结合AMS 14C年龄可知,NDGK2钻孔的河漫滩-潮滩-海湾沉积相演化受控于全新世海平面上升过程,潮滩相形成于约8.9 cal.kaBP,当时该区海平面大约在−21.0±2.5 m,最大海泛面出现于约8.2 cal.kaBP,之后出现了长达6 ka的低沉积速率时期,直至约2.2 cal.kaBP海湾内加速沉积。③该区15个钻孔全新统底部Sr/Ba均显现出明显的潮滩相特征,这为重建区域全新世相对海平面提供了可行性。 展开更多
关键词 潮控海湾 沉积成因Sr/Ba 潮滩相 沉积环境 海平面变化 全新世
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PPK技术在海洋倾倒区潮位测量中的方法研究
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作者 魏树运 张云 +2 位作者 杨正先 张振冬 韩建波 《工程勘察》 2024年第8期44-47,65,共5页
在分析传统潮位测量和RTK潮位测量缺陷的基础上,基于PPK技术开展海洋倾倒区潮位测量方法研究。系统介绍了PPK技术原理及PPK潮位测量体系,对数据进行后处理,利用姿态参数修正天线高,采用小波分析、拟合平滑的方法滤除波浪,提取大地高潮... 在分析传统潮位测量和RTK潮位测量缺陷的基础上,基于PPK技术开展海洋倾倒区潮位测量方法研究。系统介绍了PPK技术原理及PPK潮位测量体系,对数据进行后处理,利用姿态参数修正天线高,采用小波分析、拟合平滑的方法滤除波浪,提取大地高潮位信息,并基于EGM2008重力场模型结合水准控制点进行基准转换,得到85基准下的PPK潮位数据。试验结果表明,PPK潮位精度与验潮站潮位基本一致,可靠性高,能够广泛应用于海洋倾倒区潮位测量中。 展开更多
关键词 PPK潮位测量 数据后处理 姿态改正 波浪滤除 基准转换
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江苏沿海台风风暴潮特征分析
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作者 刘仕潮 李明杰 吴少华 《海洋预报》 CSCD 北大核心 2024年第2期1-12,共12页
收集了1950—2022年影响江苏沿海的历史台风风暴潮过程资料,对引起江苏沿海台风风暴潮的台风路径进行了分类和分析,开展了江苏沿海台风风暴潮的月际分布和年际变化研究,提出了不同路径台风风暴潮的预报要点。结果表明:引起江苏沿海台风... 收集了1950—2022年影响江苏沿海的历史台风风暴潮过程资料,对引起江苏沿海台风风暴潮的台风路径进行了分类和分析,开展了江苏沿海台风风暴潮的月际分布和年际变化研究,提出了不同路径台风风暴潮的预报要点。结果表明:引起江苏沿海台风风暴潮次数最多的是外海转向型台风,占比高达44.3%,而正面登陆型台风最少,占比只有5.4%,但引起的增水量值最大;江苏沿海台风风暴潮在6—10月均有出现,8月出现次数最多;风暴潮强度等级为Ⅴ级(增水50~100 cm)的过程占比最多,为42.7%,而高潮位超警戒程度等级为Ⅳ级(超警戒30 cm之内或达到黄色警戒潮位值)的占比最多,为45.0%;风暴潮发生次数在近几年呈上升趋势,尤其是增水为50~100 cm的过程,高潮位超警戒或达到黄色警戒潮位值以上的过程在近20年只出现3次;在江苏沿海台风风暴潮的预报和应对中,需要重视可能正面登陆的和9—10月的外海转向型台风;8月和9月是江苏沿海出现风暴潮灾害可能性较高的月份,若这两个月的天文高潮与风暴增水叠加合适,极有可能出现达到黄色警戒潮位以上的高潮位。 展开更多
关键词 风暴潮 江苏沿海 台风路径 风暴潮强度 警戒潮位 变化趋势
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台风风暴潮与上游洪水耦合作用下温州飞云江感潮河段潮水位模拟研究
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作者 魏国振 任明磊 +3 位作者 孙琳 夏志昌 陈智洋 尤再进 《热带地理》 CSCD 北大核心 2024年第6期1016-1024,共9页
在全球气候急剧变化的背景下,沿海地区风暴潮发生的频率与受灾程度逐渐增加,特别是受风暴潮与上游流域洪水共同影响下的河口感潮河段区域。尽管现有风暴潮模型也引入多种不同的边界设置,但提供的边界条件有限,且无法满足当前国内复杂水... 在全球气候急剧变化的背景下,沿海地区风暴潮发生的频率与受灾程度逐渐增加,特别是受风暴潮与上游流域洪水共同影响下的河口感潮河段区域。尽管现有风暴潮模型也引入多种不同的边界设置,但提供的边界条件有限,且无法满足当前国内复杂水工程的概化需求。为此,文章以飞云江流域为研究对象,通过耦合上游流域水动力模型IFMS与海洋风暴潮模型ADCIRC模式,充分发挥二者各自的优势,构建河口感潮河段洪水演进模型,实现飞云江感潮河段潮水位时空模拟。该模型不仅有效地考虑了河口海洋处风暴潮上溯对感潮河段区域洪水演进的影响,也考虑了流域上游洪水对该区域的影响。首先,采用2016年台风“鲇鱼”对模型进行验证,模拟结果与实测系列吻合度较高,误差满足基本要求。然后,对台风“杜苏芮”和“卡奴”影响下的瑞安、马屿、碧山六桥及洞头4个潮位站的洪水过程进行模拟,结果显示4个站点的洪峰误差值均低于0.30m,纳什系数大于0.80,表明该模型能较好地反映高低潮位变化,可应用于河口感潮河段防灾减灾中。最后,还分析了上、下游边界的驱动作用对感潮河段3个站点(瑞安、马屿、碧山六桥)潮水位预测的影响,证明了下边界对3个站点的潮水位预报影响比上边界的影响大。研究成果不仅为河口感潮河段洪水模拟提供了一种新方法,而且通过分析给出提升模型模拟精度的方向。 展开更多
关键词 感潮河段 水动力模型 风暴潮模型 上游洪水 潮水位模拟
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长江感潮河段径流对潮波变形和传播的影响研究
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作者 罗亮 解超 +1 位作者 蒋陈娟 严叔春 《人民长江》 北大核心 2024年第1期6-13,共8页
受径、潮流相互作用,长江感潮河段潮波从河口向上游传播过程中沿程变形过程复杂。基于长江感潮河段实测高、低潮位,潮时资料以及大通站日均流量数据,采用数理统计、Hermit插值和小波分析方法,分析了长江感潮河段潮汐特征值和潮波传播特... 受径、潮流相互作用,长江感潮河段潮波从河口向上游传播过程中沿程变形过程复杂。基于长江感潮河段实测高、低潮位,潮时资料以及大通站日均流量数据,采用数理统计、Hermit插值和小波分析方法,分析了长江感潮河段潮汐特征值和潮波传播特征值随流量的变化关系。结果表明:高、低潮位及平均水位随流量增大而增大,并且越往下游对流量的敏感度越低;江阴以上河段潮差随流量增大而先减小后增大;径流对分潮振幅的影响在江阴以上河段较明显,半日潮和全日潮振幅随流量增大先减小后增大,1/4日分潮振幅随流量增大而减小,其中半日潮振幅变化幅度最大;平均水位坡度在芜湖-马鞍山段随流量增大而先增大后减小,在马鞍山以下河段与流量呈正相关;潮波振幅衰减率随流量增大而先增大后减小,越靠近入海口,流量阈值越大。研究成果有助于深入认识河口径潮相互作用机制,亦可为河口治理提供参考。 展开更多
关键词 感潮河段 潮波传播 径流 分潮振幅 平均水位坡度 潮波衰减率 长江
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考虑潮波特性的GNSS-IR潮位反演方法
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作者 王笑蕾 南阳 +1 位作者 何秀凤 宋敏峰 《测绘学报》 EI CSCD 北大核心 2024年第3期482-492,共11页
潮位监测对于保障沿海安全、海洋监测与分析非常重要。随着GNSS的发展,一种GNSS干涉遥感(GNSS-IR)的技术被证明可以进行潮位监测。该方法通过反演反射表面与天线之间的垂直距离(RH)来估算潮位。在GNSS-IR潮位反演中,有一项重要的误差源... 潮位监测对于保障沿海安全、海洋监测与分析非常重要。随着GNSS的发展,一种GNSS干涉遥感(GNSS-IR)的技术被证明可以进行潮位监测。该方法通过反演反射表面与天线之间的垂直距离(RH)来估算潮位。在GNSS-IR潮位反演中,有一项重要的误差源需要进行改正——潮位起伏引起的高度变化误差。现有的误差改正方法并不能正确计算RH变化速率,从而不能完全改正该误差。因此,提出了一种顾及潮波特性的GNSS-IR融合方法,基于潮波系数,预测窗口内观测时间的RH变化速率,将该值纳入GNSS-IR融合方程中,实现对高度变化误差更好地改正。本文利用3个国际GNSS站点进行试验,与实测潮位序列对比分析,发现顾及潮波特性后,GNSS-IR融合方法精度提高约1.2 cm;提出的顾及潮波特性的GNSS-IR融合反演算法较传统经典方法,精度提升20%~70%。结果表明,该方法通过潮汐分析,预测不同时刻的RH变化速率,从而实现对窗口内RH变化速率的修正,更好地改正高度变化误差。 展开更多
关键词 GNSS-IR 潮位 高度变化误差 潮波特性 GNSS-IR融合反演算法
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