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海平面上升与海滩侵蚀 被引量:74
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作者 王颖 吴小根 《地理学报》 CSSCI CSCD 北大核心 1995年第2期118-127,共10页
世纪性的海平面持续上升,加大了海岸水下斜坡深度,逐渐减小波浪对沉溺古海岸的扰动作用而形成海底的横向供沙减少,却加强激浪对上部海滩的冲刷。逐渐上升的海平面,降低了河流坡降而减少了入海沙量。因此世界海滩普遍出现沙量补给匮... 世纪性的海平面持续上升,加大了海岸水下斜坡深度,逐渐减小波浪对沉溺古海岸的扰动作用而形成海底的横向供沙减少,却加强激浪对上部海滩的冲刷。逐渐上升的海平面,降低了河流坡降而减少了入海沙量。因此世界海滩普遍出现沙量补给匮乏。海平面上升伴随着厄尔尼诺现象与风暴潮频率的增加,水动力加大。这两者的综合效应,使海滩遭受冲刷,沙坝向陆移动。如按IPCC估计,至2100年海面上升50cm时,中国主要旅游海滨的沙滩将损失现有面积的13%─66%。主要对策是海岸防护与海滩人工喂养。 展开更多
关键词 海平面上升 海滩侵蚀 海岸 海平面
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Dongsha erosive channel on northern South China Sea Shelf and its induced Kuroshio South China Sea Branch 被引量:11
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作者 LUAN XiWu ZHANG Liang PENG XueChao 《Science China Earth Sciences》 SCIE EI CAS 2012年第1期149-158,共10页
Based on a data base of multi-channel seismic profiles covered over Dongsha plateau of the northern South China Sea margin, we found that the sea bed morphology of northern South China Sea margin had been changed dram... Based on a data base of multi-channel seismic profiles covered over Dongsha plateau of the northern South China Sea margin, we found that the sea bed morphology of northern South China Sea margin had been changed dramatically after Dongsha uplifting, that sedimentary layer since Miocene age had been eroded with maximum eroded thickness more than 1000 m, and that an erosive channel had been formed of 20 km in width and 200 km in length and several hundreds meters in depth on the outer shelf of northern South China Sea. The erosive channel is parallel to the 600 m isobath line, stretching from northeast to the southwest north of Dongsha uplift. The Kuroshio intrudes the South China Sea through Luzon Strait both in winter time and summer time, and in the northern South China Sea margin area, the intruded Kuroshio Branch takes the form of Pacific-Indian Ocean Through Flow (PITH) in winter time, while the Luzon Strait Subsurface Inflow (LSSIF) in summer time, the routes of both PITH and LSSIF coincide well with the distribution of the erosive channel. After climbing from the northern slope up to the northern shelf, and after joined by the southward flow from the middle northern shelf of South China Sea, the Kuroshio Branch is strengthened and thus is able to erode the sea floor, and the shape of the erosive channel is a result of the long-term interaction between the Kuroshio South China Sea Branch and the Dongsha outer shelf sea floor. 展开更多
关键词 Northern South China sea margin Dongsha Uplift erosion Dongsha erosive channel Kuroshio South China sea Branch
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Tidal flat erosion of the Huanghe River Delta due to local changes in hydrodynamic conditions 被引量:7
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作者 JIA Yonggang ZHENG Jiewen +2 位作者 YUE Zhongqi LIU Xiaolei SHAN Hongxian 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2014年第7期116-124,共9页
An ideal nature system for the study of post-depositional submarine mass changing under wave loading was selected in the intertidal platform of the subaqueous Huanghe River Delta, a delta formed during period from 196... An ideal nature system for the study of post-depositional submarine mass changing under wave loading was selected in the intertidal platform of the subaqueous Huanghe River Delta, a delta formed during period from 1964 to 1976 as the Huanghe River discharged into the Bohai Gulf by Diaokou distributary. A road embankment constructed for petroleum recovery on the inter-tidal platform in 1995 induced the essential varieties of hydrodynamic conditions on the both sides of the road. With both sides sharing similarities in (1) initial sedimentary environment, (2) energetic wave loading, (3) differential hydrodynamic conditions in later stages, (4) enough long-range action, and (5) extreme shallow water inter-tidal platforms; the study is representative and feasible as well. Two study sites were selected on each side of the road, and a series of measurements, samplings, laboratory experiments have been carried out, including morphometry, hydrodynamic conditions, sediment properties, granularity composition, and fractal dimension calculation of the topography in the two adjacent areas. It was observed that in the outer zone, where wave loading with high magnitude prevailed, the tidal flat was bumpy and exhibited a high erosion rate and high fractal dimension. Further, the fractal dimension diminished quickly, keeping with the enlarging of calculative square size. However in the inner zone, where the hydrodynamic condition was weak, the tidal fiat was fiat and exhibited a low erosion rate and low fractal dimensions; the fractal dimension diminished with the enlarging of calcu- lative square size. The fractal dimensions in the different hydrodynamic areas equalized increasingly as the calculative square size accreted to threshold, indicating that the hydrodynamic condition plays a significant role in topography construction and submarine delta erosion process. Additionally, the later differentiation of sediment properties, granularity composition, microstructure characteristics, and mineral composition 展开更多
关键词 hydrodynamic conditions coastal erosion sea-bed topography in-situ measurement fractal calculation
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辽东湾东部海砂开采环境效应 被引量:8
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作者 许振强 《海洋地质与第四纪地质》 CAS CSCD 北大核心 2012年第6期27-34,共8页
依据辽东湾东部海砂开采区近期钻探、海流观测等实际资料,采用数值模拟方法,探讨了该区海砂开采环境容量。调查结果显示,该区海砂矿层厚度为4.0~6.0 m,海砂总资源量约3 818×104 m3,砂组分含量为84.4%~92.4%。模拟结果表明,控制... 依据辽东湾东部海砂开采区近期钻探、海流观测等实际资料,采用数值模拟方法,探讨了该区海砂开采环境容量。调查结果显示,该区海砂矿层厚度为4.0~6.0 m,海砂总资源量约3 818×104 m3,砂组分含量为84.4%~92.4%。模拟结果表明,控制采砂强度后,10mg/L的悬浮泥沙主要在辽东湾种质资源和斑海豹自然保护区的实验区内扩散,不会对以上两个保护区的核心区水质环境产生影响;海砂开采后,海底管线部分管段年侵蚀量减小值为0.002~0.02m,部分年侵蚀量增加0.001~0.005m,不会对管线造成影响;东侧岸滩年冲淤量变化小于0.001m。建议应采取控制开采深度、开采面积、开采量和采砂强度,加强监测等措施,减缓海砂开采活动对海洋环境的影响。 展开更多
关键词 海砂开采 环境容量 冲淤 辽东湾
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不同丙烯腈含量丁腈橡胶在海水中的动静态溶胀行为 被引量:5
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作者 聂瑞 王世杰 宋淑媛 《高分子材料科学与工程》 EI CAS CSCD 北大核心 2018年第11期93-100,共8页
通过悬挂式浸泡装置和橡胶冲击试验机考察了3种不同丙烯腈含量的丁腈橡胶(N18、N26和N41)在海水中的动、静态溶胀行为。利用傅里叶变换红外光谱、能量色散谱、场发射扫描电镜对溶胀试件结构和形貌进行了表征,并利用伺服拉力机进行了力... 通过悬挂式浸泡装置和橡胶冲击试验机考察了3种不同丙烯腈含量的丁腈橡胶(N18、N26和N41)在海水中的动、静态溶胀行为。利用傅里叶变换红外光谱、能量色散谱、场发射扫描电镜对溶胀试件结构和形貌进行了表征,并利用伺服拉力机进行了力学性能测试。通过水溶胀对比试验揭示了海水对橡胶静态溶胀行为的影响,通过冲击试验比较了动、静态溶胀状态下橡胶试件的质量变化率(MCF)。结果表明,与水溶胀行为相比,橡胶在氯化钠溶液中的静态溶胀程度更低,MCF最小值为0.133%来自于N41试件。然而,氯化钠溶液中的离子在橡胶内部扩散使其表面成分发生变化,硬度略微提高,硬度增量的最小值来自于N41试件为0.2 Shore A。动态溶胀试验的MCF值是静态溶胀的2~4倍,最小动态MCF值0.316%同样来自于N41试件。最后,阐述了溶胀对丁腈橡胶力学性能的影响,揭示了冲击与溶胀的相互关系,并探讨了丙烯腈对丁腈橡胶耐溶胀性的作用。 展开更多
关键词 丁腈橡胶 海水 冲蚀 动态溶胀 表面分析
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滨海新区填海造陆的地形地貌环境演变影响分析 被引量:4
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作者 乔吉果 许冬 +3 位作者 梁昊 宫少军 赵卫 宋学山 《海洋开发与管理》 2018年第5期36-40,共5页
填海造陆对海岸环境的影响主要体现在改变海岸线长度与形态及直接吹填沙导致近海海底地形地貌变化^([1]),这些变化影响着海岸带规划管理和可持续发展,具有重要的理论和现实意义。文章利用滨海新区遥感影像及其海图资料,对该区域近30年... 填海造陆对海岸环境的影响主要体现在改变海岸线长度与形态及直接吹填沙导致近海海底地形地貌变化^([1]),这些变化影响着海岸带规划管理和可持续发展,具有重要的理论和现实意义。文章利用滨海新区遥感影像及其海图资料,对该区域近30年海岸线变迁、围填海演变及海底地形信息进行了提取,并对其具体进程和驱动因素进行了研究。研究表明:30年间,滨海新区海岸线变迁是向海洋推进,且推进的趋势越来越明显,岸线长度增长趋势愈发明显,变迁面积较大。针对填海造陆引起围堤基底冲刷问题,笔者建议对中度冲刷区采取防护工程措施、岸外消浪工程和加强动态监测等措施防止泥沙向航道下移。 展开更多
关键词 滨海新区 围填海 地形地貌 海岸线 海底冲淤
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冻融、海蚀和老化条件下GFRP隔震支座橡胶片劣化性能试验研究 被引量:4
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作者 袁谱 谭平 《建筑结构》 CSCD 北大核心 2021年第8期21-25,共5页
综合考虑冻融、海蚀和老化条件下GFRP隔震支座的材料组成和所处环境的情况,确定橡胶片性能变化是GFRP隔震支座力学性能变化的主要因素之一。对32个GFRP隔震支座分别开展海水腐蚀、高温老化和水冻水融试验,并分析试验前后橡胶片力学性能... 综合考虑冻融、海蚀和老化条件下GFRP隔震支座的材料组成和所处环境的情况,确定橡胶片性能变化是GFRP隔震支座力学性能变化的主要因素之一。对32个GFRP隔震支座分别开展海水腐蚀、高温老化和水冻水融试验,并分析试验前后橡胶片力学性能的变化规律。结果表明:在冻融、海蚀和老化条件下,橡胶片硬度、定伸应力和拉伸强度随着时间推移而增大,橡胶片拉断伸长率随着时间推移而下降。橡胶片在试验中力学性能变化率有所不同,考察时间、温度和水分因素对橡胶片力学性能影响,分析比较得出对于橡胶片力学性能劣化,温度影响显著,水分影响次之,时间影响甚微。 展开更多
关键词 橡胶片 隔震支座 冻融 海蚀 老化 性能劣化
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重污染水域环境中陶粒混凝土抗海水侵蚀性能研究 被引量:1
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作者 刘冰宇 雷春妮 《环境科学与管理》 CAS 2022年第7期98-103,共6页
常规方法分析混凝土抗侵蚀性能时,仅选择材料配比作为混凝土腐蚀影响因素,导致计算的抗侵蚀系数、混凝土抗压强度和抗拉强度的皮尔森相关系数较低,为此提出重污染水域环境中陶粒混凝土抗海水侵蚀性能分析方法。判断混凝土主要受海水中... 常规方法分析混凝土抗侵蚀性能时,仅选择材料配比作为混凝土腐蚀影响因素,导致计算的抗侵蚀系数、混凝土抗压强度和抗拉强度的皮尔森相关系数较低,为此提出重污染水域环境中陶粒混凝土抗海水侵蚀性能分析方法。判断混凝土主要受海水中的硫酸根离子侵蚀,分析水泥水化造成的孔隙度变化,计算海水侵蚀下混凝土材料膨胀应力,使其与水泥陶粒配比,得到海水侵蚀速率和侵蚀深度,计算抗侵蚀系数,抗侵蚀系数越大,表明混凝土抗侵蚀性能越优。测试结果表明,设计方法抗侵蚀系数计算值与抗压强度和抗拉强度的皮尔森相关系数最高,能够准确反映混凝土抗侵蚀性能变化。 展开更多
关键词 重污染水域 海水侵蚀 陶粒混凝土 抗侵蚀系数 侵蚀速度
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IMPACTS OF SEA LEVEL RISE ON COASTAL EROSION IN THE CHANGJIANG RIVER DELTA AND NORTH JIANGSU COASTAL PLAINO 被引量:2
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作者 季子修 蒋自巽 《Chinese Geographical Science》 SCIE CSCD 1994年第4期310-321,共12页
At present, approximately 36% of coasts are experiencing net erosion in the Changjiang River delta and the north Jiangru coastal plain. Future sea level rise will accelerate the process of coastal erosion. According t... At present, approximately 36% of coasts are experiencing net erosion in the Changjiang River delta and the north Jiangru coastal plain. Future sea level rise will accelerate the process of coastal erosion. According to the ratio of the calculated value of coast retreat by Bruun rule to the estimated value by using measured data, the proportion affected by sea level rise in total coastal erosion has been estimated in this paper. When sea level rises by 20cm, the proportion determined by sea level rise will increase from 1.0% at Present to 2.2% in the future in the coasts of abandoned Huanghe River delta and from 8.5%/-9.6% to 13.5%- 15.2% in the north and south banks of the Changjiang River delta. This result is lower than that from the similar research in the world, and this phenomenon is related with the special development process of the coasts in this area. The mechanism of accelerating coastal erosion by sea .level rise is that sea level is will increase the intensity of tidal current, wave and storm surge and decrease the ability to reduce the force of waves on the tidal flat and coastal wetland due to the loss of their areas. Therefore, the length of erosion coasts will increase, the sedimentation rate of accretion coasts will decrease or even turn accretion into erosion,the width of tidal flat will reduce and coastal slope will increase. So the project of coastal protection of this area must be reinforced. 展开更多
关键词 COASTAL erosion Bruun rule sea LEVEL RISE
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海冰覆盖度变化下北冰洋海浪研究进展 被引量:3
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作者 李姝彤 窦挺峰 效存德 《大气科学学报》 CSCD 北大核心 2021年第1期118-127,共10页
北冰洋地区海浪的生成和发展会受到海冰范围变化的显著影响。本文介绍了近年来基于浮标、潜标和走航观测,以及卫星遥感和数值模拟等方法开展的不同海冰覆盖度下北冰洋海浪的研究进展,包括海冰覆盖区海浪的传播机制等。北冰洋夏季开阔海... 北冰洋地区海浪的生成和发展会受到海冰范围变化的显著影响。本文介绍了近年来基于浮标、潜标和走航观测,以及卫星遥感和数值模拟等方法开展的不同海冰覆盖度下北冰洋海浪的研究进展,包括海冰覆盖区海浪的传播机制等。北冰洋夏季开阔海域的平均有效波高可达3 m,在风暴期间,波弗特海有效波高可达5 m。除大西洋一侧,夏季北冰洋大部分海域海浪活动在过去几十年呈增强趋势,其中楚科奇-波弗特海有效波高增长趋势为1~3 cm/a。这一趋势主要是由海冰范围减少导致的风区增大和风暴的频率、强度增加共同导致的。基于CMIP5多模式集的预估结果显示,相比历史时期(1979—2005年),21世纪末(2081—2100年)北冰洋有效波高将以3 cm/a的速率持续增长,其中北冰洋中心地区东部海域增长最为明显。海浪活动增多会在消融期通过海浪-海冰正反馈机制促进海冰的消融。在沿岸地区,增多的海浪会加速海岸带侵蚀,促进沿岸冻土的崩解。极端海浪事件还会威胁航运安全。未来研究需基于更多的现场观测,加深对海冰范围和厚度变化影响下海浪的生成、发展、传播、衰减机制的认识,进一步提高冰区海浪模拟和预估水平。 展开更多
关键词 北冰洋 海浪 海冰 冰-波相互作用 海岸带侵蚀
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Test Study on Erosion and Siltation Patterns of Sandy Bottom Before Mound Breakwater Under the Effect of Waves
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作者 Zhang Furan, Wang Huaren Zhao Jun Assistant Researcher, Tianjin Research Institute of Water Transport Engineering, 300456, Tianjin Assistant Engineer, Tianjin Research Institute of Water Transport Engineering, 300456, Tianjin 《China Ocean Engineering》 SCIE EI 1992年第4期425-436,共12页
In this paper, the effect of waves on erosion of the sandy bottom before mound breakwaters is studied. The sandy bottom basically presents two erosion patterns, between which there is a transitional state, under the a... In this paper, the effect of waves on erosion of the sandy bottom before mound breakwaters is studied. The sandy bottom basically presents two erosion patterns, between which there is a transitional state, under the action of partially standing waves. The two erosion patterns can be determined by dimensionless parameter Us, defined in this paper. The erosion locations, depths and lengths can be estimated by a series of equations presented in the text. Irregular waves are employed in the test besides regular waves, and the effect of the irregular waves can be estimated by the element of equivalent waves, such as T1/3, H1/3. 展开更多
关键词 wave mound breakwater sea bottom sand transport erosion
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洋口港人工岛围堤钢板桩附近海床冲刷问题的处理 被引量:1
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作者 钱华伟 荣万岭 +1 位作者 王峰 何磊 《港工技术》 2011年第4期36-37,共2页
洋口港人工岛地处游荡性辐射沙洲,为保证人工岛围堤结构的稳定,围堤护底采用软体排与钢板桩相结合的型式,以形成对围堤的立体防护。在钢板桩打桩施工过程中,钢板桩周边海床的沙面出现冲刷现象,在分析海床沙面冲刷成因的基础上,重点介绍... 洋口港人工岛地处游荡性辐射沙洲,为保证人工岛围堤结构的稳定,围堤护底采用软体排与钢板桩相结合的型式,以形成对围堤的立体防护。在钢板桩打桩施工过程中,钢板桩周边海床的沙面出现冲刷现象,在分析海床沙面冲刷成因的基础上,重点介绍采取的多种工程措施。 展开更多
关键词 人工岛 钢板桩 海床 冲刷 处理措施
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茅尾海生态修复工程对冲淤影响的数值模拟研究 被引量:1
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作者 任叙合 何帅 李保石 《海洋湖沼通报》 CSCD 北大核心 2016年第6期20-28,共9页
基于MIKE 21FM模型建立了茅尾海海域二维水动力模型,通过验证,结果与实测资料吻合良好。利用建立的水动力模型分别模拟出生态修复工程完成前后该海域的流场,并对比其变化情况。基于已建立的水动力模型,耦合泥沙输运模块建立茅尾海冲淤模... 基于MIKE 21FM模型建立了茅尾海海域二维水动力模型,通过验证,结果与实测资料吻合良好。利用建立的水动力模型分别模拟出生态修复工程完成前后该海域的流场,并对比其变化情况。基于已建立的水动力模型,耦合泥沙输运模块建立茅尾海冲淤模型,分别模拟了生态修复工程前后茅尾海海域在波流共同作用下的泥沙输运情况。对比结果表明,工程的实施能够极大地避免岸滩冲刷,有效保护红树林。 展开更多
关键词 茅尾海 生态修复 水动力 冲淤
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某海水游泳馆泳池给水系统设计 被引量:1
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作者 刘其伟 姜军 《吉林建筑工程学院学报》 CAS 2005年第1期47-49,共3页
对于公用性大型泳池采用逆流式循环给水系统;针对海水的水质特点,合理的选择水处理设备,做好设备的防腐工作及对初投资的控制.同时,应做好人体卫生检查工作,并采取可靠的辅助消毒措施预防疾病的传播.
关键词 公用性大型泳池 海水 防腐
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基于MATLAB港工结构钢筋锈蚀速率研究
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作者 叶剑 卢翠瑜 《山西建筑》 2010年第21期150-151,共2页
对沿海地区钢筋的锈蚀原因做了系统的分析,指出了氯离子是侵蚀钢筋的主要因素,使用MATLAB7.1语言对钢筋锈蚀速率模型进行了较深入的研究和编程设计,最后指出应该因地制宜地采用不同混凝土钢筋保护措施。
关键词 海洋环境 钢筋锈蚀 氯离子侵蚀 锈蚀速率
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Estimating shoreline response to sea level rise:the equilibrium model
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作者 LI Wenshan GAO Tong +4 位作者 WANG Hui DONG Junxing LI Huan XU Hao ZUO Changsheng 《Marine Science Bulletin》 CAS 2020年第1期1-12,共12页
Potential sandy coast erosion and socio-economic impacts under sea level rise scenarios as well as socio-economic pathways were assessed in Liaodong Bay.Results show that sea level is projected to rise by 20-43 cm in ... Potential sandy coast erosion and socio-economic impacts under sea level rise scenarios as well as socio-economic pathways were assessed in Liaodong Bay.Results show that sea level is projected to rise by 20-43 cm in Liaodong Bay by 2100.And dry land loss increases in all sea level rise scenarios,with the maximum loss of 32.1 km2 in 2100 under RCP8.5.Coastal erosion results in forced migration,and the forced migration is higher under SSP3 than other pathways due to its higher population growth rate,reaching the highest of 3.1×10^4 under SSP3/RCP8.5 in 2100.Moreover,the differences of forced migration among all scenarios increas after 2050,and the migration increasing rates tend to decrease under RCP2.6 and RCP4.5.The maximum economic loss due to coastal erosion will reach 8.05 billion yuan under SSP5/RCP8.5 in 2100,in which land loss cost is two order less than migration cost,and the share of total erosion-induced economic loss in local GDP varies from 1.12‰ to 4.76‰ under all scenarios,which is an important indicator to draw local government's attention to take measures such as beach nourishment,especially for tourist beaches.Optimally,it is recommended by cost-benefit analysis to carry out nourishment mainly on beaches with high value,while there is no need for nourishment in areas where erosion impacts are negligible. 展开更多
关键词 sea level rise coastal erosion equilibrium profile beach nourishment socio-economic loss
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Causes of Land Loss in Tuvalu,a Small Island Nation in the Pacific
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作者 XUEChunting 《Journal of Ocean University of China》 SCIE CAS 2005年第2期115-123,共9页
Studies on land loss in Tuvalu reveal the following findings. Although both sea level rise and coastal erosion can cause land loss in the tropic Pacific oceanic islands, their mechanisms are different. When sea level ... Studies on land loss in Tuvalu reveal the following findings. Although both sea level rise and coastal erosion can cause land loss in the tropic Pacific oceanic islands, their mechanisms are different. When sea level rises, the low elevation coastal zone submerges and the erosion datum plane rises, the beach process progresses normally as always, resulting in no beach sediment coarsening. When the sea level is stable, coastal erosion removes finer sediment from reef flat, beach and land, resulting in beach sediment coarsening. The human-induced coastal erosion in the tropic Pacific oceanic islands has the following features. 1) Erosion occurs or intensifies immediately after inappropriate human activities. 2) It occurs near the places having human activities and places related to the above places in sediment supply. 3) It often occurs on original prograding or stable coasts (on lagoon coasts for atolls) because there are more coastal engineering projects and other human activities on such coasts. 4) It is chronic, covering a long period of time. The coastal geological events in Tuvalu islands do not accord with the features resulted from sea level rise but do accord with the features resulted from coastal erosion, particularly from human-induced erosion. The land loss in Tuvalu is mainly caused by inappropriate human activities including coastal engineering and aggregate mining, and partly caused by cyclones. Moreover, all recent measurements (satellite altimetry,thermosteric sea level data and tide observations) so far have not been able to verify any sea level rise around Tuvalu islands. 展开更多
关键词 sea level rise land loss coastal erosion artificial channel aggregatemining
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我国海岸带主要灾害地质因素及其影响 被引量:39
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作者 刘锡清 《海洋地质动态》 2005年第5期23-42,共20页
我国海岸带灾害地质主要有构造、坡地重力、水动力、地下水、岩土与地层结构、海平面上升、地球化学、风力灾害等地质因素,具有复杂、连锁和差异性空间分布的特征.根据验潮资料,近百年来我国海平面上升19~20 cm,上升率为2~3 mm/a.整... 我国海岸带灾害地质主要有构造、坡地重力、水动力、地下水、岩土与地层结构、海平面上升、地球化学、风力灾害等地质因素,具有复杂、连锁和差异性空间分布的特征.根据验潮资料,近百年来我国海平面上升19~20 cm,上升率为2~3 mm/a.整体以海平面上升为主,但也有岸段下降,主要是山东半岛,平均速率为-0.13 cm/a.预测2050年上升幅度:天津70~100 cm;黄河三角洲40~50 cm;长江三角洲50~70 cm;珠江三角洲40~60 cm.地面沉降大部分是由过量开采地下水引起的.我国96个地面沉降城市和地区中80%在沿海地区,如天津、上海、苏州、常州、无锡、嘉兴、宁波、湛江、台北等.累计沉降量为460~2 780 mm,沉降速率10~56 mm/a.由于地下水的过量开采,20世纪80年代以来,我国辽宁、河北、天津、山东、江苏、上海、广西、海南和台湾等省市,均发生不同程度的海水入侵,给国民经济和社会发展造成重大损失.我国70%砂质海岸和大部分淤泥质海岸发生侵蚀.这种态势始于上世纪50年代,80年代明显加强.海岸侵蚀主要有区域环境变化、河流水利工程拦截泥沙以及海岸人工采沙等因素. 展开更多
关键词 海岸带 地质灾害 差异性空间分布 连锁性 海平面变化 海岸环境 地面沉降 海水入侵 海岸侵蚀
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流域降水和人类活动对黄河入海泥沙通量的影响 被引量:33
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作者 许炯心 《海洋学报》 CAS CSCD 北大核心 2003年第5期125-135,共11页
自从20世纪70年代以来,黄河入海泥沙通量表现出明显减少的趋势.研究表明,入海泥沙通量对于上、中游不同的水沙来源区降水变化的响应方式是不同的.在假定其他因素相同的情况下,龙门至三门峡区间的年降水量每减少10mm,入海泥沙通量将减少0... 自从20世纪70年代以来,黄河入海泥沙通量表现出明显减少的趋势.研究表明,入海泥沙通量对于上、中游不同的水沙来源区降水变化的响应方式是不同的.在假定其他因素相同的情况下,龙门至三门峡区间的年降水量每减少10mm,入海泥沙通量将减少0 275亿t;河口镇至龙门区间的年降水量每减少10mm,入海泥沙通量将减少0 143亿t;兰州以上年降水量每减少10mm,入海泥沙通量减小0 174亿t.多沙细砂区降水的减少对于黄河入海泥沙通量的影响最大.通过多元回归分析建立了入海泥沙通量与年降水、梯田林草面积、淤地坝造地面积之间的定量关系:在其他因素不变时,梯田林草面积每增加104hm2,入海泥沙通量将减少0 0019亿t/a;年降水量每减少10mm,入海泥沙通量将减少0 543亿t,淤地坝造地每增加104hm2,入海泥沙通量将减少0 0205t/a.这些数据可为未来各影响因子进一步变化后入海泥沙通量变化的估算提供依据,为黄河流域和河口的环境规划服务. 展开更多
关键词 黄河 入海泥沙通量 陆海相互作用 人类活动 水土保持
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长江口前沿潮滩对来沙锐减和海面上升的响应 被引量:25
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作者 杨世伦 朱骏 李鹏 《海洋科学进展》 CAS CSCD 北大核心 2005年第2期152-158,共7页
长江口前沿潮滩是上海市土地的重要来源,也是2个湿地自然保护区所在,其冲淤演变趋势与上述命运休戚相关。根据1970年代以来的地形资料,计算了河口口门地区潮滩面积在不同时期的自然增长速率;建立了潮滩面积增长速率同河流供沙条件之间... 长江口前沿潮滩是上海市土地的重要来源,也是2个湿地自然保护区所在,其冲淤演变趋势与上述命运休戚相关。根据1970年代以来的地形资料,计算了河口口门地区潮滩面积在不同时期的自然增长速率;建立了潮滩面积增长速率同河流供沙条件之间的回归关系;探讨了河流来沙锐减和海平面上升共同作用下潮滩的冲淤趋势。结果表明:(1)近30a大通站输沙率和含沙量分别下降26%和31%,而河口前沿潮滩面积增长速率下降73%;(2)潮滩冲淤转换临界输沙率Qs和含沙量C(大通站)分别为2.6×108t/a和0.25g/L左右;(3)由于三峡工程等的影响,长江的输沙率和含沙量将下降到上述临界值之下,加之海平面的加速上升,今后几十年研究区潮滩将遭受侵蚀。 展开更多
关键词 潮滩 湿地 河流供沙 海平面上升 冲淤转换临界条件 长江口
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