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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 areas... 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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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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3D Analytical Solution to Tidal Equations in a Narrow Bay with Combined Lateral and Longitudinal Varying Topography
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作者 CUI Yanxing JIANG Wensheng 《Journal of Ocean University of China》 2025年第4期851-864,共14页
Progressive modifications in submarine topography and shorelines drastically affect tidal dynamics in bays.This study examines the influence of topographic slope,bay length,and driving forces on tidal currents followi... Progressive modifications in submarine topography and shorelines drastically affect tidal dynamics in bays.This study examines the influence of topographic slope,bay length,and driving forces on tidal currents following land reclamation.Tidal equa-tions are analytically solved using infinite series,deriving expressions for tidal levels and currents in narrow bays with varying topog-raphy.Tidal levels,influenced by topographic variations,are characterized by amplitude and phase lag of their complex amplitude.These levels demonstrate high sensitivity to longitudinal slope variations but remain relatively stable under lateral slope changes.Un-der constant topographic slopes,even minor changes in bay length can drastically modify amplitude and phase lag,highlighting the sensitivity of tidal dynamics to geometric alterations.Tidal velocity notably increases with steeper longitudinal slopes and modestly rises with elevated lateral slopes.However,changes in longitudinal and lateral slopes do not considerably alter flow patterns.While external forces predominantly regulate tidal velocity with negligible effects on flow patterns,endogenous resistance influences veloci-ty but minimally impacts flow structure.These findings enhance the understanding of tidal responses to geometric and topographic changes,providing valuable guidance for land reclamation projects and coastal management strategies. 展开更多
关键词 analytical solution land reclamation varying topography tidal level tidal current
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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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Effect of Sea Level Variation on Tidal Characteristic Values for the East China Sea 被引量:9
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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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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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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 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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A precise tidal prediction mechanism based on the combination of harmonic analysis and adaptive network-based fuzzy inference system model 被引量:6
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作者 ZHANG Zeguo YIN Jianchuan +2 位作者 WANG Nini HU Jiangqiang WANG Ning 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2017年第11期94-105,共12页
An efficient and accurate prediction of a precise tidal level in estuaries and coastal areas is indispensable for the management and decision-making of human activity in the field wok of marine engineering. The variat... An efficient and accurate prediction of a precise tidal level in estuaries and coastal areas is indispensable for the management and decision-making of human activity in the field wok of marine engineering. The variation of the tidal level is a time-varying process. The time-varying factors including interference from the external environment that cause the change of tides are fairly complicated. Furthermore, tidal variations are affected not only by periodic movement of celestial bodies but also by time-varying interference from the external environment. Consequently, for the efficient and precise tidal level prediction, a neuro-fuzzy hybrid technology based on the combination of harmonic analysis and adaptive network-based fuzzy inference system(ANFIS)model is utilized to construct a precise tidal level prediction system, which takes both advantages of the harmonic analysis method and the ANFIS network. The proposed prediction model is composed of two modules: the astronomical tide module caused by celestial bodies’ movement and the non-astronomical tide module caused by various meteorological and other environmental factors. To generate a fuzzy inference system(FIS) structure,three approaches which include grid partition(GP), fuzzy c-means(FCM) and sub-clustering(SC) are used in the ANFIS network constructing process. Furthermore, to obtain the optimal ANFIS based prediction model, large numbers of simulation experiments are implemented for each FIS generating approach. In this tidal prediction study, the optimal ANFIS model is used to predict the non-astronomical tide module, while the conventional harmonic analysis model is used to predict the astronomical tide module. The final prediction result is performed by combining the estimation outputs of the harmonious analysis model and the optimal ANFIS model. To demonstrate the applicability and capability of the proposed novel prediction model, measured tidal level samples of Fort Pulaski tidal station are selected as the testing database. Simulation and experimental results confirm that the proposed prediction approach can achieve precise predictions for the tidal level with high accuracy, satisfactory convergence and stability. 展开更多
关键词 tidal level prediction harmonious analysis method adaptive network-based fuzzy inference system correlation analysis
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Climate Variabilities of Sea Level around the Korean Peninsula
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作者 Yong-HoonYOUN ImSangOH +1 位作者 Young-HyangPARK andKi-HyunKIM 《Advances in Atmospheric Sciences》 SCIE CAS CSCD 2004年第4期617-626,共10页
In order to study the climate variabilities of the sea level around the Korean Peninsula, tidal data observed at local stations in Korea were compared against those obtained using TOPEX/POSEIDON (T/P) altimetric sea l... In order to study the climate variabilities of the sea level around the Korean Peninsula, tidal data observed at local stations in Korea were compared against those obtained using TOPEX/POSEIDON (T/P) altimetric sea level data. In the course of our study, the amount of sea level rise was estimated using the tidal data from 9 stations selected by an anomaly coherency analysis. The results indicated that the sea level has risen by 0.28 cm yr-1 around the Korean Peninsula over the past two decades. The extent of such a rise is about two times higher than that of the global increase (0.1-0.2 cm yr-1). However, because most global warming effects occurred mainly over mid- and high-latitudes, this level of change appears to be realistic. According to the spectral analysis (at a spectral window of k=2, k is the number of subdivisions), the decadal band of sea level variability is computed at 30% of the energy. Its spectral peak is found at 12.8 years. In the interannual band, the predominant sea level variability is in the 1.4-1.9-year band, with a sharp peak at 1.6 years. A secondary peak, although marginal, has a period of 2.2 years. Based on our estimates of sea level height from Topex/Poseidon, the quasi-biennial periodicity of 1.6 years is the representative interannual sea level variability in the seas adjacent to Korea. Trends vary greatly according to the geographical location, from a maximum of 1.0 cm yr-1 (the southern sector of the East Sea) to a minimum of 0.17 cm yr-1 (the northern sector of the East Sea). This is fairly consistent with the qualitative description already given with reference to the global map. As an analogue to the pattern seen in Korea, that of the Yellow Sea reveals practically the same trend as that of the adjacent seas (0.56 cm yr-1). However, in the case of TOPEX/POSEIDON (T/P) data, there is no clear evidence of a linkage between the interannual sea level variability around the Korean Peninsula and ENSO. 展开更多
关键词 sea level tidal station ALTIMETRY TOPEX/POSEIDON ENSO
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Tidal characteristics near the Chinese Zhongshan Station in Prydz Bay, East Antarctica
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作者 Huang Jifeng E Dongchen Zhang Shengkai 《Geodesy and Geodynamics》 2013年第1期7-15,共9页
A permanent tidal station was installed at the Chinese Zhongshan Station in Feb. 2010. Harmonic constants of 170 tidal constituents were obtained from harmonic analysis of the first year' s data. The results of the e... A permanent tidal station was installed at the Chinese Zhongshan Station in Feb. 2010. Harmonic constants of 170 tidal constituents were obtained from harmonic analysis of the first year' s data. The results of the eight main constituents showed good agreement with those of two tidal models. Tidal characteristics, such as tide type, diurnal inequality, tidal range, and water levels were also analyzed. 展开更多
关键词 tidal characteristics harmonic constants tidal models sea level ANTARCTICA
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Estimating trends of the Mediterranean Sea level changes from tide gauge and satellite altimetry data (1993-2015)
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作者 TAIBI Hebib HADDAD Mahdi 《Journal of Oceanology and Limnology》 SCIE CAS CSCD 2019年第4期1176-1185,共10页
The impact of climate change on sea level has received a great deal of attention by scientists worldwide. In this context, the problem of sea levels on global and regional scales have been analyzed in a number of stud... The impact of climate change on sea level has received a great deal of attention by scientists worldwide. In this context, the problem of sea levels on global and regional scales have been analyzed in a number of studies based on tide gauges observations and satellite altimetry measurements. This study focuses on trend estimates from 18 high-quality tide gauge stations along the Mediterranean Sea coast. The seasonal Mann-Kendall test was run at a 5% significance level for each of the 18 stations for the period of 1993-2015 (satellite altimetry era). The results of this test indicate that the trends for 17 stations were statistically significant and showed an increase (no significant trend was observed only at one station). The rates of sea level change for the 17 stations that exhibit significant trends, estimated using seasonal Sen's approach, range after correction for Vertical Land Motion (VLM) from 1.48 to 8.72 mm/a for the period 1993-2015. Furthermore, the magnitude of change at the location of each tide gauge station was estimated using the satellite altimetry measurements. Thus, the results obtained agree with those from the tide-gauge data analysis. 展开更多
关键词 sea level tidal height SATELLITE ALTIMETRY TREND analysis MANN-KENDALL test Sen's slope ESTIMATES
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Impact of Tidal River Management (TRM) for Water Logging: A Geospatial Case Study on Coastal Zone of Bangladesh
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作者 Nur Hussain Md. Hasibul Islam Farhana Firdaus 《Journal of Geoscience and Environment Protection》 2018年第12期122-132,共11页
Bangladesh is a floodplain dominated country. Coastal delta areas of Bangladesh convey multiple impacts of climate change worth-hit. Most of the rivers carry a huge amount of sediment from upstream piedmont area. The ... Bangladesh is a floodplain dominated country. Coastal delta areas of Bangladesh convey multiple impacts of climate change worth-hit. Most of the rivers carry a huge amount of sediment from upstream piedmont area. The river bed rises due to insufficient upstream water supply. Similarly, the deposited sedimentation creates a large number of sandbars inside the river. That’s why, water logging and siltation turn into a serious problem in the south-western region of Bangladesh, especially in Satkhira, Khulna and Jessore district. In the middle of September, 2011 the Tidal River Management (TRM) project approved at the study site for four years to develop the water logging problem with basic consideration of silt management. In this circumstance, this study focused on the consequences of the TRM on water logging in the coastal area of Bangladesh. Primary and secondary data have been used. Geospatial analyses have been used following the NDWI in Arc GIS for water logging area detestation using Landsat Enhance Thematic Mapper (ETM) and Landsat Operational land Image (OLI) satellite images. The geo-spatial analysis denoted, about 5090 acres of agricultural land and about 729 acres of homestead land have been water logged during TRM implementation period. 展开更多
关键词 Climate Change UPSTREAM WATER Supply Sediment Sea level Rise tidal River MANAGEMENT WATER LOGGING
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Mapping Sea Level Rise Behavior in an Estuarine Delta System:A Case Study along the Shanghai Coast 被引量:16
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作者 H.Q. Cheng J.Y. Chen +9 位作者 Z.J. Chen R.L. Ruan G.Q. Xu G. Zeng J.R. Zhu Z.J. Dai X.Y. Chen S.H. Gu X.L. Zhang H.M. Wang 《Engineering》 2018年第1期156-163,共8页
Sea level rise (SLR) is a major projected threat of climate change that is expected to affect developing coastal cities located in estuarine delta regions, Shanghai is one such city, being located in the Yangtze Riv... Sea level rise (SLR) is a major projected threat of climate change that is expected to affect developing coastal cities located in estuarine delta regions, Shanghai is one such city, being located in the Yangtze River Delta (YRD), It is difficult, however, for decision-makers to implement adaptation due to the uncer- tain causes, magnitudes, and timings of SLR behaviors, This paper attempts to map the causes and mag- nitudes of SLR behaviors on a decadal scale, We analyze the tidal level records from 11 tidal gauge stations and the corresponding bathymetry measurements around these stations since 1921, We identify three new SLR behaviors along the Shanghai coast due to anthropogenic geomorphologic changes (AGCs), besides the well-known eustatic sea level rise (ESLR), tectonic subsidence (TS), and urban land subsidence (ULS), The first new behavior is regional sea level rise (RSLR), which occurs as a result of land reclamation and deep waterway regulation, The second is regional sea level fall (RSLF), which occurs because the channel bed is eroded due to sediment supply decline in the river catchment, The last SLR behavior is local tidal datum rise (LTDR). Thus, we project that the magnitude of SLR for the Shanghai coast ranges from 10 cm to 16 cm from 2011 to 2030, Clarifying SLR behaviors is important to aid local decision- makers in planning structural and non-structural measures to combat escalating flood damage costs in an estuarine delta system; this field is full of future challenges, 展开更多
关键词 Sea level rise BEHAVIOR ANTHROPOGENIC geomorphologic change Local tidal DATUM Flood management Adaptation
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EFFECT OF FUTURE SEA LEVEL RISE ON DISASTROUS FLOODS IN THE TAIHU LAKE LOWER REACH DEPRESSIONS AND COUNTERMEASURES
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作者 毛锐 许朋柱 《Chinese Journal of Oceanology and Limnology》 SCIE CAS CSCD 1994年第4期377-380,共4页
Use of numerical simulation of the tidal flow of the Changjiang River Estuary and the HuangpuRiver to forecast flood in the Taihu Lake lower reach drainage system for the case of future sea level riseof 0.4 m and 0.8 ... Use of numerical simulation of the tidal flow of the Changjiang River Estuary and the HuangpuRiver to forecast flood in the Taihu Lake lower reach drainage system for the case of future sea level riseof 0.4 m and 0.8 m,and floods preventing and reducing methods are discussed in this paper. 展开更多
关键词 Taihu Lake lower REACH DEPRESSIONS sea level RISE mathematical model of tidal current
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基于机理与数据联合驱动的感潮河段潮位预报模型研究
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作者 刘修恒 左翔 +3 位作者 马剑波 叶瑞禄 何琴 毛思 《中国农村水利水电》 北大核心 2025年第11期6-12,共7页
感潮河段的潮位受河流水动力、天文潮汐和气象条件等多因子的影响,物理机制复杂,难以实现精准预报。研究基于机理与数据联合驱动的潮位预报模型,其中非稳态调和分析模型(NS_TIDE)基于潮位的变化机理分析其季节性和周期性特征,提供潮位... 感潮河段的潮位受河流水动力、天文潮汐和气象条件等多因子的影响,物理机制复杂,难以实现精准预报。研究基于机理与数据联合驱动的潮位预报模型,其中非稳态调和分析模型(NS_TIDE)基于潮位的变化机理分析其季节性和周期性特征,提供潮位预报的基准值,保证潮位变化趋势的合理性;利用深度残差收缩网络(DRSN)和长短时记忆网络(LSTM)构建数据驱动模型(DRSN-LSTM),挖掘多影响因子对潮位的影响,提供潮位变化的幅度值;采用自适应遗传算法(AGA)耦合并优化NS_TIDE和DRSN-LSTM的预报结果。将该模型应用于秦淮新河的长江入口处,对比不同预见期下NS_TIDE、DRSN-LSTM和耦合模型的预报效果,结果表明耦合模型能够遵循潮位变化的物理规律,模拟多影响因子对潮位变化幅度的影响,在24 h预见期下,非汛期和汛期逐时预报的均方根误差(RMSE)分别为0.15 m和0.18 m,台风期间预报误差±0.30 m内的平均准确率达到了80%以上。耦合模型具有较高的预报精度和实用性,可以有效保障感潮河段水利工程调度的科学性和准确性。 展开更多
关键词 感潮河段 潮位预报 多影响因子 耦合模型
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水平系泊下新型多层框架漂浮式光伏方阵动力响应特性
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作者 蒋习民 王树青 +2 位作者 苟洪顺 宋宪仓 魏宇豪 《中国海洋平台》 2025年第6期1-14,98,共15页
提出一种新型多层框架漂浮式光伏结构,并根据其结构特性设计一套水平系泊-桩基锚固方案,建立漂浮式光伏方阵整体耦合模型,探究方阵在不同水位、不同环境载荷以及模块不同连接形式下的动力响应特性及系缆张力响应规律。结果表明,在水平... 提出一种新型多层框架漂浮式光伏结构,并根据其结构特性设计一套水平系泊-桩基锚固方案,建立漂浮式光伏方阵整体耦合模型,探究方阵在不同水位、不同环境载荷以及模块不同连接形式下的动力响应特性及系缆张力响应规律。结果表明,在水平系泊方案下漂浮式光伏方阵的纵荡/横荡运动响应不超过1.35 m,垂荡运动响应不超过0.50 m,横摇/纵摇运动角度不超过6.5°,系缆张力响应不超过110 kN,漂浮式光伏方阵在不同潮位下的六自由度运动幅值具有一定的差异,其差异最大百分比约54%。所设计的多层框架漂浮式光伏支撑结构及水平系泊-桩基锚固方案可较好地适应极浅水、大潮差环境条件。 展开更多
关键词 漂浮式光伏方阵 水平系泊 潮位变化 耦合动力分析 动力响应特征
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近岸工程设计水位近似计算方法
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作者 乔光全 王烽 徐润刚 《水运工程》 2025年第9期30-37,共8页
设计水位是近岸水运工程中重要的水文参数,在项目早期阶段基础资料不足时,可以采用平均潮差等特征潮位估算设计水位。收集潮汐表中我国沿岸具有代表性的95个站点的水位数据,计算这些站点的设计高低水位和特征潮位,分析设计水位和特征潮... 设计水位是近岸水运工程中重要的水文参数,在项目早期阶段基础资料不足时,可以采用平均潮差等特征潮位估算设计水位。收集潮汐表中我国沿岸具有代表性的95个站点的水位数据,计算这些站点的设计高低水位和特征潮位,分析设计水位和特征潮位的线性相关关系,探讨利用平均潮差、平均大潮高潮位或回归潮平均高高潮位估算工程设计水位的方法。对计算结果进行误差分析,并与规范中已有的公式进行对比,给出推荐公式。结果表明,与规范公式相比,推荐的设计高水位公式计算结果的平均误差减小5~29 cm,标准差缩小0~14 cm;设计低水位公式计算结果的平均误差减小12~20 cm,标准差缩小2~8 cm。推荐公式的计算误差和标准差更小,精度和稳定性优于规范公式,可以作为项目早期估算设计水位的依据。 展开更多
关键词 设计水位 平均潮差 平均大潮高潮位 平均高高潮位 线性拟合
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黄河口海上光伏场区潮位高精度预报 被引量:1
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作者 叶灿胜 翟鸣皋 朱建荣 《华东师范大学学报(自然科学版)》 北大核心 2025年第4期158-169,共12页
在超浅海建造海上光伏场区,需要开展潮位预报以保障施工船只的安全和工程顺利进行.在黄河口HG14海上光伏场区开展了连续3个多月的潮位观测,基于实测潮位数据,进行潮汐调和分析,开展测站潮汐调和分析预报,以及建立渤海水动力模型,并在模... 在超浅海建造海上光伏场区,需要开展潮位预报以保障施工船只的安全和工程顺利进行.在黄河口HG14海上光伏场区开展了连续3个多月的潮位观测,基于实测潮位数据,进行潮汐调和分析,开展测站潮汐调和分析预报,以及建立渤海水动力模型,并在模型验证的基础上开展潮位数值预报.实测潮位资料表明,光伏场区潮汐为不规则半日混合潮,潮汐日不等明显,最大潮差约为2.0 m.经11个主要分潮的调和分析,振幅从大到小的次序为M2、K1、O1、S2、K2、P1、N2、M4、Q1、MS4、M6,振幅分别为62.28、26.27、22.06、20.87、7.49、6.64、6.36、5.11、4.28、1.47、0.65 cm.其中,M2分潮振幅最大,为62.28 cm,是第二大K1振幅(26.27 cm)的约2.4倍,半日分潮S2振幅20.87 cm比全日潮K1、O1小.在3个浅水分潮中,M4最大,MS4和M6小得多.在得到主要分潮调和常数后,给出了测站的调和分析潮汐预报.结果表明,调和分析预报潮位与实测潮位吻合良好,调和分析预报潮位和数值模拟潮位与实测潮位的对比技术分数分别为0.96、0.97,两者均能高精度预报潮位.应用验证的数值模型模拟和预报了光伏场区模型输出点潮位,给出了各月潮位随时间变化图和潮汐表.光伏场区潮汐日不等小潮期间十分明显,低潮位比大潮期间明显偏高.潮汐表给出了输出点公历、农历、星期共3种日期每天每小时的潮位,以及每日两次的高潮位、低潮位及其对应的时间.研究得出了HG14海上光伏场区潮汐特征,预报潮位可为施工船只避免搁浅提供技术指导. 展开更多
关键词 黄河口 光伏场区 潮汐调和分析 潮位预报 潮汐表
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基于BP神经网络算法的平原感潮港闸流量计算模型研究 被引量:2
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作者 吴峥 毛媛媛 +2 位作者 兰林 曾贤敏 卢知是 《江苏水利》 2025年第4期11-17,共7页
沿海港闸排水过程受到径流、潮流、闸门开启情况等多重因素共同影响,水位流量呈现复杂的非线性关系,传统堰流公式无法准确描述港闸出流实际情况。采用BP神经网络算法开展了平原地区感潮水闸水位流量关系研究。结合闸下潮位特征分析,提... 沿海港闸排水过程受到径流、潮流、闸门开启情况等多重因素共同影响,水位流量呈现复杂的非线性关系,传统堰流公式无法准确描述港闸出流实际情况。采用BP神经网络算法开展了平原地区感潮水闸水位流量关系研究。结合闸下潮位特征分析,提出采用计算时刻及其之前12个整点时刻的闸上、闸下水位作为神经网络模型改进输入条件,结果表明:相较仅采用计算时刻闸上、闸下水位作为输入条件而言,改进输入方式后,里下河4个港计算流量与实测值的均方根误差RMSE减小了52%~85%,决定系数R2增加了0.50~0.55,表明模型计算精度明显提高;对比传统堰流公式计算所得港闸流量结果,基于改进BP神经网络算法的计算精度同样显著提升,均方根误差RMSE减小44%~69%。研究成果为进一步研究沿海港闸出流、精确模拟计算港闸流量和排水量提供了新的方法和思路。 展开更多
关键词 感潮港闸 水位流量关系 BP人工神经网络 输入条件 闸下潮位
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