利用 LiDAR 点云提取有地形约束的光滑海岸线   总被引：1，自引：0，他引：1  

董保根  张良  张钢  吴卓  周丽雅 《测绘科学技术学报》2012,(2):113-117

针对传统海岸线提取算法误差大、在地形突变区域形变大的缺点,提出了一种基于离散 LiDAR 点云提取有地形约束海岸线的方法.首先,通过离散点云构建约束三角网,减少内插规则格网的误差并且保证海岸线不穿越地形结构;其次,进行顾及地形结构的点云高程修正,在数据源上缓解海岸线的平滑问题;最后采取二次多项式法消除毛刺,利用动态阈值张力样条函数内插生成光滑海岸线.  相似文献   

泉州湾工程地质条件及港口规划建设的探讨   总被引：2，自引：2，他引：0  

何耀堂 《福建地质》2005,24(4):254-259

在介绍泉州湾工程地质条件的基础上,着重叙述其地质构造及地震地质环境、海岸线迁移和海湾淤积现状,从而对港口的规划建设和海湾的保护与合理开发进行分析和讨论。  相似文献   

基于层序地层模拟的湖岸线迁移对层序定量识别的指示:以鄂尔多斯盆地山2段为例     

刘强虎  朱红涛  李敏  Keyu Liu 《地质科技情报》2011,30(5):12-18

湖岸线是水陆沉积的分界线,为探讨其迁移规律与层序间的关系,利用SEDPAK二维层序模拟软件,以鄂尔多斯盆地山2段作为地质原型,对湖岸线迁移进行了定量模拟,进而提出了其可以有效指示层序及内部体系域识别的新认识.对湖岸线迁移规律在水平方向与垂直方向重新进行了划分、定义.在水平方向上,向物源区方向的迁移定义为“正向”,对应于...  相似文献   

Study on headland-bay sandy coast stability in South China coasts   总被引：1，自引：0，他引：1  

于吉涛  陈子燊 《中国海洋工程》2011,25(1):1-13

Headland-bay beach equilibrium planform has been a crucial problem abroad to long-term sandy beach evolution and stabilization,extensively applied to forecast long-term coastal erosion evolvement and the influences of coastal engineering as well as long-term coastal management and protection.However,little concern focuses on this in China.The parabolic relationship is the most widely used empirical relationship for determining the static equilibrium shape of headland-bay beaches.This paper utilizes the relation to predict and classify 31 headland-bay beaches and concludes that these bays cannot achieve the ultimate static equilibrium planform in South China.The empirical bay equation can morphologically estimate beach stabilization state,but it is just a referential predictable means and is difficult to evaluate headland-bay shoreline movements in years and decades.By using Digital Shoreline Analysis System suggested by USGS,the rates of shoreline recession and accretion of these different headland-bay beaches are quantitatively calculated from 1990 to 2000.The conclusions of this paper include that (a) most of these 31 bays maintain relatively stable and the rates of erosion and accretion are relatively large with the impact of man-made constructions on estuarine within these bays from 1990 to 2000;(b) two bays,Haimen Bay and Hailingshan Bay,originally in the quasi-static equilibrium planform determined by the parabolic bay shape equation,have been unstable by the influence of coastal engineering;and (c) these 31 bays have different recession and accretion characters occurring in some bays and some segments.On the one hand,some bays totally exhibit accretion,but some bays show erosion on the whole.Shanwei Bay,Houmen Bay,Pinghai Bay and Yazhou Bay have the similar planforms,characterized by less accretion on the sheltering segment and bigger accretion on the transitional and tangential segments.On the other hand,different segments of some bays have two dissimilar evolvement characters.Dacheng Bay,Shenquan Bay,Hudong Bay,Wukan Bay,Fengjia Bay,Wuchang Bay,Lingshui Bay and Tufu Bay produce accretion on the tangential segment,erosion on the transitional segment and accretion on the sheltering segment.However,Guang’ao Bay,Haimen Bay,Jinghai Bay,Sanya Bay(a),Dajiao Bay,Hailingshan Bay,Hebei Bay,Fuhu Bay,Shuidong Bay,Wangcun Bay and Bomao Bay generate erosion on the tangential part,accretion on the transitional part and accretion on the sheltering part.It seems to imply some relations between headland-bay beach evolvement and controls on headland-bay beaches,which may possibly to classify headland-bay beach types and should be further studied.  相似文献   

加拿大北极地区的海岸后退与冻土热状况     

王保来 《冰川冻土》1992,14(1):55-62

  相似文献   

An Innovative Method of Model Integration to Forecast Spatial Patterns of Shoreline Change: A Case Study of Nags Head,North Carolina*     

Richard C. Daniels 《The Professional geographer》1996,48(2):195-209

Many coastal erosion models are designed to be used at transects or discrete points but they produce valid results only for locations that meet a set of well-defined criteria. Results obtained from these models are difficult to generalize, since adjoining areas may not meet these requirements. In this paper, a GIS-based methodology is described for combining the results from two two-dimensional coastal erosion models and a three-dimensional static inundation model to forecast the possible response of a coastline to several alternative sea level rise scenarios. These shoreline forecasts are unique in that they integrate results obtained from several different models and allow graphical representations of these alternative future shorelines to be produced. Coastal planners may use these integrated shoreline forecasts to assess the possible impact of sea level rise on a given region. To demonstrate this methodology a case study was conducted for Nags Head, North Carolina.  相似文献   

差异可容纳空间背景下湖相层序样式与三角洲形态响应: 鄱阳湖与岱海湖对比研究^*          下载免费PDF全文

付超  于兴河  李胜利  李顺利  高明轩  彭子霄  赵海权 《古地理学报》2022,24(6):1084-1098

近年来随着层序地层学研究逐步走向定量化,将其标准化已成为沉积学界的共识。可容纳空间作为层序标准化中重要的参数之一,受到越来越多的关注。然而,不同可容纳空间背景下汇水盆地的坡度和沉积供给量均存在差异,其复杂的沉积过程造成当前研究难以准确刻画出对应层序参数演化与三角洲形态之间的耦合关系。本次研究选取中国2个典型的湖泊—三角洲进行对比研究,包括较为平缓的鄱阳湖赣江三角洲(地层倾角小于1°)与坡度相对较大的岱海湖周缘三角洲(地层倾角3°~10°)。通过对近30年不同水位期卫星照片解译,并将其与现代沉积剖面解释相结合,明确了: (1)可容纳空间快速增加背景下,湖岸线变化相对稳定,但平面影响范围较小; 三角洲在低位域(LST)时期主要发育帚状或朵状前积体,在湖侵域(TST)和高位域(HST)时期主要表现为朵叶状或鸟足状前积体。(2)缓坡低可容纳空间背景下,湖岸线变化较为剧烈,并且影响范围较大; 三角洲在低位进积域(RST)时期多以鸟足状前积体为主,内部发育指状沙坝,高位域(HST)时期表现为鸟足状前积体,同时沿岸沙坝较为发育。综合上述认识,结合沉积正演模拟结果,在经典层序和滨岸坡折岸线迁移模式的基础上,分别针对可容纳空间快速增加背景和低可容纳空间背景,建立了对应的层序—三角洲发育模式,并从长短周期尺度分析了不同可容纳空间背景下层序—沉积演化过程的控制因素。  相似文献   

Effects of Coastline Changes on Tide System of Yellow Sea off Jiangsu Coast, China     

陈可锋  王艳红  陆培东  郑金海 《海洋工程》2009,(4):741-750

On the basis of historical documents, this paper studies the evolutionary processes of the Jiangsu coast and re-establishes the positions of the shoreline in different periods. The East China Sea and the Yellow Sea mathematical models are applied to simulate and analyze the large-scale tidal waves changes under the influence of the coastal change in Jiangsu since 1855 when the Yellow River changed its lower course into the Bohai Sea. Results from this study can be summarized in the following aspects: (1) the coastline change strongly affects tidal waves in the region. Generally, the tidal amplitude decreases when the coastline changes in the north coast of the abandoned Yellow River Delta, whilst increases in the south of this region. The maximum variation of tidal amplitude takes place near the Radial Sandbank. (2) Following the erosion of the abandoned Yellow River Delta in the past century, the non-tidal points of M2 and K1 partial tides move to southwest gradually. (3) In the early 20th century, with the coastline changed, tidal range decreased 30~60 cm. From the abandoned Yellow River mouth to the Lvsi Port, the maximum increase of tidal range can exceed almost 150 cm. From the early 20th century to the early 21th century, the tidal range increases by 20~50 cm outside the radial sandbank. Whereas, the tidal range reduced near the abandoned Yellow River by 30~50 cm.  相似文献   

美国岸线现状调查30年进展综述——以美国弗吉尼亚州为例     

贾建军  夏小明  汪亚平 《海洋学研究》2008,26(2):53-58

以美国弗吉尼亚州20世纪70年代和21世纪初两个年代进行的岸线现状调查工作为例,介绍了30年来美国岸线现状调查的目标、指导原则、调查内容、数据来源、报告编写等内容,并与我国20世纪80年代开展的"全国海岸带和海涂资源综合调查"工作以及当前正在开展的"我国近海海洋综合调查与评价"专项的海岸带调查进行了对比,讨论了两国在海岸带调查方面的异同,以及可供借鉴之处。  相似文献   

辽河口岸线变化对潮不对称影响的研究          下载免费PDF全文

李庆臻  张学庆  赵杨  于金珍 《应用海洋学学报》2018,37(3):339-347

受河口地形等因素的影响,潮汐潮流会出现涨落潮不对称现象,这种不对称对河口物质输运过程具有重要的影响.本研究采用流通量偏度和水位不对称度的统计方法研究辽河口岸线变化对潮波变形的影响.结果表明,辽河口潮汐潮流不对称性表现为涨潮主导型,岸线变化导致涨潮历时延长,落潮历时减小,不对称度缩减了0.007~0.071;岸线变化导致涨潮流速减小,落潮流速增大,流通量偏度缩减了0.000~0.248,岸线变化对潮流不对称的影响程度比对潮汐影响的程度大.  相似文献