渤海岸线及水深变化对水动力影响的数值模拟          下载免费PDF全文

董娇娇  孙健  陈燕珍  刘长根  马慧敏  刘春宏 《海洋科学进展》2020,38(4):676-687

为探究渤海岸线及水深变化对水动力的影响,基于Delft3D水动力学模型,选用2003年和2015年作为围 填海前后的典型年份,建立了围填海前后岸线及水深条件下的渤海三维水动力模型,并对水动力场进行了模拟。通过对围填海前后潮波和潮余流的分析,得到了岸线及水深变化对渤海水动力场的影响。结果表明:填海后,岸线及水深变化会对渤海主导分潮M₂分潮产生较大影响,秦皇岛附近无潮点向西北方向偏移,渤海海域M₂ 分潮振幅总体减小;潮致余流场受岸线及水深变化影响较大,其中渤海湾曹妃甸港南部形成复杂的涡流,沿岸海域余流增大;滨海新区附近形成多个小范围环流,且天津港到黄骅港北部沿岸海域2015年余流比2003年增加3~5 cm/s;黄骅港南部形成一个逆时针环流,并且该处余流减小2~5 cm/s。辽东湾辽河口附近由于水深增加导致余流减小2~7 cm/s。莱州湾黄河口附近的逆时针环流向东南方向移动,黄河口北部余流略有减小,东南部余流明显增大,增加量最多能达到9 cm/s。刁龙嘴南侧顺时针环流减小,北侧顺时针环流增大4~9 cm/s。  相似文献   

强地震附近视电阻率各向异性变化的原因   总被引：23，自引：2，他引：21       下载免费PDF全文

杜学彬  李宁  叶青  马占虎  闫睿 《地球物理学报》2007,50(6):1802-1810

讨论了强地震、孕震晚期阶段、震源区及附近介质的物理变化过程,证明了视电阻率变化最显著的方向与最大加载方向之间的正交关系,建立了真、视电阻率各向异性变化与裂隙率ν、骨架电阻率ρ_o、饱水裂隙电阻率ρ_f的本构关系,解释了视电阻率各向异性变化的原因.研究认为：在强地震孕震晚期阶段,在震源区及附近地壳近地表的较深部,介质微裂隙发育,其走向沿最大主压应力方位优势取向,低阻水充填微裂隙,导电通道连通,引起最大主压应力方向真电阻率变化最显著的真各向异性变化,从而产生垂直主压应力方向视电阻率变化最显著的视各向异性变化,低阻水在其物理过程中起了显著作用.  相似文献   

黄淮海平原气候变化及其对耕地生产潜力的影响   总被引：8，自引：0，他引：8  

姜群鸥  邓祥征  战金艳  刘兴权  唐华秀 《地理与地理信息科学》2007,23(5):82-85

利用1991年和2000年黄淮海平原气象台站的历史观测资料,分析该地区气温、降水的变化趋势,并利用农业生态地带(AEZ)模型估算黄淮海平原各农业生态区的耕地生产潜力。通过分析气温、降水与耕地生产潜力的关系,评价气候变化对耕地生产潜力的影响。研究发现,黄淮海平原耕地生产潜力与降水量、气温呈显著正相关。对各农业生态区的回归分析表明,如果气温或降水量提高10%,耕地生产潜力将分别提高3.2%与0.3%。该研究对制订应对气候变化、保护耕地与提高耕地生产潜力方面的决策具有参考价值。  相似文献   

徐州市水土流失时空变化研究     

陈报章  渠俊峰  葛梦玉  沈艳文  王安妮  王国斌 《地球信息科学学报》2018,20(11):1622-1630

本文以3S技术为支撑,在修正水土流失方程（RUSLE）的基础上,针对徐州黄泛平原-丘陵地带的特殊地形地貌、对2000年以来徐州市水土流失时空变化特征进行了分析。结果表明：2000-2014年徐州市土壤侵蚀等级以微度为主,微度侵蚀面积占总侵蚀面积多年平均达到76.34%;中度侵蚀次之,所占比例在10%~17%间;剧烈侵蚀所占比例最少。轻度及以上土壤侵蚀等级主要发生在中部微山湖下游、京杭大运河一带的丘陵岗地地区、主城区与故黄河北岸的黄泛平原地区,以及丰县、新沂、邳州的局部区域;土壤侵蚀存在一定程度年际变化特征,睢宁、丰县、邳州的部分地区侵蚀面积年际变化较为明显,土壤侵蚀总面积整体上呈现下降趋势。  相似文献   

北京城市绿化的时空动态分析     

胡云锋  赵冠华  张云芝 《地球信息科学学报》2018,20(3):332-339

城市绿化覆盖是城市生态系统的重要组成部分,合理的绿化率和绿化布局可以改善城市环境,提高城市人居适宜性。研究中将2005、2010、2015年北京市土地利用（LUC）数据中的城市居民用地作为城区范围,应用Landsat 5、GF-1影像数据和MODIS产品,利用支持向量机的监督分类方法,提取了2005、2010、2015年的北京市城市绿化覆盖数据,并获取了同期的植被指数（NDVI）数据;继而以城市绿化覆盖率、绿化覆盖均匀度和植被指数为评价指标,在公里栅格和行政区2个尺度上探讨了北京市城市绿化覆盖的空间分布格局和时间变化动态特征。研究表明：① 3个指标在空间和时间2个维度、区县和栅格2个尺度上都表现一致。这反映北京市过去10年中,在绿化面积增加的同时,绿化的空间布局得到优化改善,绿化的质量得到提高。② 2005-2015年,北京市城市绿化覆盖面积由518.93 km² 增加到1405.54 km²,绿化覆盖率由39.9%增加到49.13%,绿化覆盖均匀度由0.598增加到0.653,植被指数由0.42增加至0.5。③ 北京市城市绿化建设存在明显的时空差异。中心城区绿化建设缓慢,成效不明显;重大绿化建设成果主要集中在城市边缘地区和远郊区县。城市绿化改善过程主要发生在2005-2010年。  相似文献   

Does the Port 2000 harbour construction have an effect on the Seine estuary suprabenthic community?     

Jean-Claude Dauvin  Sandrine Alizier  Carole Vallet  Thierry Ruellet 《Estuarine, Coastal and Shelf Science》2010

Using a Before/During/After protocol, the effects of Port 2000 (the Le Havre harbour extension) on the suprabenthic communities in the Northern Channel of the Seine estuary (English Channel) were examined from March 2001 to March 2009. Since the beginning of Port 2000 construction in 2002, there have been several changes in the hydrological and sedimentary characteristics in the North Channel, including changes in current velocity, bottoms salinity and sand accumulation, as well as in the benthic communities themselves, moving from mud to medium and coarse sand communities. For the suprabenthos, changes were moderate, corresponding to an increase in species richness in the upper-part of the North Channel and a decrease in species density in the dominant mysids species (i.e., mainly Mesopodospsis slabberi) over time. Due to hydrological changes since the beginning of the Port 2000 project (several years of low freshwater input) it has been difficult to attribute the biological changes to Port 2000 construction only. In the future, the results obtained for the suprabenthos will have to be compared to those obtained for the macrobenthos. Similarly, since the suprabenthos is known to play an important role in the estuarine trophic chain, it will also be essential to estimate the fish distribution in the North Channel and to examine their stomach contents to evaluate the probable changes since the Port 2000 project began.  相似文献   

Comparison of long-, medium- and short-term variations of beach profiles with and without submerged geological control     

J.J. Muñoz-Perez  R. Medina 《Coastal Engineering》2010

Victoria Beach (Cadiz, Spain) comprises a rocky flat outcrop in its northern zone and a sand-rich southern zone. These natural features allowed for a 5-year monitoring period and subsequent analysis of two different profiles (one in each zone) based on differences in bottom contours. Topo-bathymetric data were analysed using empirical orthogonal functions (EOFs) to determine changes over the short-, medium- and long-term. Several morphologic phenomena were identified (generalised erosion, seasonal or summer–winter tilting of the profile around different hinge points, berm development and its posterior destruction, etc.) in terms of their importance in explaining the variability of the collected data for both profiles. It is worth mentioning that both profiles undergo parallel regression in the medium-term. Thus, the 1st eigenfunction enabled us to identify the true regression of the beach shoreline, independent of seasonal or summer–winter slope changes. Reconstruction of profiles using EOF components demonstrated that though accretion periods in the medium-term were similar for both types of profiles, the accretion speed was much faster in the sand-rich profile than in the reef-protected profile (1.01 m³/day versus 0.33 m³/day). Moreover, the seasonal erosion rate and the subsequent shoreline retreat for the sand-rich profile were much larger than for the reef-protected profile (121 m³/year versus 29 m³/year). Analysis in the short-term (changes induced by a single day's storm) showed an instantaneous tilting of the profile, with the mobilised sand volume being much greater for the sand-rich than for the reef-protected profile (68 m³/m versus 12 m³/m).  相似文献   

Modelling the effect of wave overtopping on nearshore hydrodynamics and morphodynamics around shore-parallel breakwaters     

Yanliang Du  Shunqi Pan  Yongping Chen 《Coastal Engineering》2010

Wave overtopping nearshore coastal structures, such as shore-parallel breakwaters, can significantly alter the current circulation and sediment transport patterns around the structures, which in turn affects the formation of tombolos and salients in the nearshore area. This paper describes the implementation of a wave overtopping module into an existing depth-averaged coastal morphological mode: COAST2D and model applications to investigate the effect of wave overtopping on the hydrodynamics and morphodynamics around a group of shore-parallel breakwaters. The hydrodynamic aspects of the model were validated against a series of laboratory conditions. The model was then applied to a study site at Sea Palling, Norfolk, UK, where 9 shore-parallel segmented breakwaters including 4 surface-piercing and 5 low-crested breakwaters are present, for the storm conditions in Nov 2006. The model results were compared with laboratory data and field measurements, showing a good agreement on both hydrodynamics and morphological changes. Further analysis of wave overtopping effect on the nearshore hydrodynamics and morphodynamics reveals that wave overtopping has significant impacts on the nearshore circulation, sediment transport and the resulting morphological changes within such a complex breakwater scheme under the storm and macro-tide conditions. The results indicate the importance of including the wave overtopping in modelling nearshore morphodynamics with the presence of coastal structures.  相似文献   

皖浙赣断裂带的界定及其基本特征   总被引：12，自引：0，他引：12  

余心起  江来利  许卫  邱瑞龙  杜建国  戴圣潜 《地学前缘》2007,14(3):102-113

以往文献中及众多研究者所指的“皖浙赣断裂带”实际上包括了不同时代形成的、方向有变化的多组规模巨大的区域性断裂带;最早的断裂带形成于新元古代,最晚的形成于晚中生代。在地壳演化过程中,随着构造应力场的变化,不同时代的断裂带方向变化较大,新元古代晋宁期为北东向,早古生代加里东期为近东西向—北东东向,晚中生代为北北东向;每一期断裂带都有它们自己的大地构造背景和指示意义。文中认为,不同阶段形成的断裂带不能混为一谈。新元古代晋宁期的北东向断裂带南段基本上以赣东北蛇绿混杂岩带为代表,向北东延至皖南伏川断裂带,具有板块(或地体)边界断裂的性质;加里东期以近东西向祁门—歙县断裂带为代表,其西段被后期牵引成北东向,造成两侧的变质基底特征明显不同;二者均不属于皖浙赣断裂带的组成部分。而通常意义上所指的具有区域控岩控矿作用的皖浙赣断裂带,是晚中生代北北东向的赣东北—五城—歙县—绩溪—宁国断裂带,控制了侏罗—白垩纪红色盆地及燕山期岩浆岩的形成和分布,是一条具有控矿作用的重要的构造岩浆岩带。  相似文献   

鄱阳湖汇流顶托对长江汉口水位影响的量化分析     

张明月  邓鹏鑫  王磊之  邴建平  张冬冬  程小翠 《湖泊科学》2022,34(5):1712-1722

为定量评估汇流顶托对水位变化的影响,本文从水文过程仿真及顶托响应评价入手,提出了一种汇流顶托对水位影响的量化分析方法,并以长江汉口江段为例,开展了鄱阳湖汇流顶托对长江汉口江段水位影响的量化评价,结果表明:改进提出的长江汉口江段水文仿真模型,经参数优选后确定性系数可达0.98以上,总量相对误差绝对值在3%以内,较好地再现了水文变化过程;通过响应指数定义及水文过程模拟,研制了汉口多值型水位流量关系响应特征曲线,揭示了鄱阳湖与长江水位变化的关联性机制;经2016和2020年洪水实例分析,汉口江段长历时高洪水位主要受长江来水及鄱阳湖汇流顶托共同驱动,二者合力贡献可达83.3%以上,其中鄱阳湖汇流顶托贡献率在35%左右.其余因素(如区间洪水、沿江排涝等)亦助推高洪水位形成,部分时段贡献可达近34.4%.本文提出的顶托量化分析方法,可定量评估因顶托效应引起的水位变化,为解析河段高洪水位成因机制提供了有效的技术支撑.  相似文献