Automatic detection of shoreline change on coastal Ramsar wetlands of Turkey   总被引：2，自引：0，他引：2  

Tuncay Kuleli  Fevzi Karsli 《Ocean Engineering》2011,38(10):1141-1149

This research focuses on the shoreline change rate analysis by automatic image analysis techniques using multi-temporal Landsat images and Digital Shoreline Analysis System (DSAS) along the coastal Ramsar wetlands of Turkey. Five wetlands were selected for analysis: Yumurtalik Ramsar, the Goksu Ramsar, Kizilirmak and Yesilirmak wetlands and Gediz wetlands. Accretion or erosion processes were observed on multi-temporal satellite images along the areas of interest. Landsat images were geometrically and radiometrically corrected for the quantitative coastline delineation analysis. DSAS (Digital Shoreline Analysis System) was used as a reliable statistical approach for the rate of coastline change. For the detection of coastal change in Aegean part (Gediz wetland) of the study, zonal change detection method was used. As a result of the analysis, in some parts of research area remarkable shoreline changes (more than 765 m withdrawal and −20.68 m/yr erosion in Yumurtalik, 650 m withdrawal and −25.99 m/yr erosion in Goksu, 660 m withdrawal and −16.10 m/yr erosion in Kizilirmak and 640 m withdrawal and −4.91 m/yr erosion in Yesilirmak) were observed for three periods (1989, 1999 and 2009). Wetland in Gediz delta which is 35.57 km² was converted to sea or salt pan for the period 1975 and 2009.  相似文献   

滨海湿地生态补偿机制建设初探   总被引：2，自引：1，他引：1  

王艳霞  张素娟  张义文 《湿地科学与管理》2011,7(4):56-58

初步探讨了我国滨海湿地生态补偿机制框架,确定了生态补偿的范围为生态地位重要、生态环境脆弱的滨海湿地,补偿主体为政府和湿地开发利用者,补偿客体为滨海湿地管理者和保护者;提出了补偿标准测算应注意的问题和可供选择的方法;从资金补偿和项目补偿两个方面探索了补偿方式和途径;并提出了完善滨海湿地监测和管理系统、明晰滨海湿地产权、推进生态补偿市场化运作、完善生态产业等生态补偿实施对策措施。  相似文献   

暴雨洪涝淹没模型在洪灾损失评估中的应用     

史瑞琴  刘宁  李兰  叶丽梅  刘旭东  郭广芬 《湖北气象》2013,(4):379-384

为了开展客观定量的暴雨洪涝灾害评估,探讨了基于暴雨洪涝淹没模型的暴雨洪涝灾害损失评估业务流程,其核心环节有两部分：估算因降水造成的淹没范围和建立适用的经济损失评估模型。其中暴雨洪涝淹没模型以最大坡降算法和曼宁公式计算暴雨洪涝汇流过程,通过给定汇流时间得到研究区域的淹没面积和水深;经济损失评估模型由直接经济损失和间接经济损失构成,直接经济损失由淹没范围内各类财产的价值乘以其相应的损失率得到。以武汉市江夏区2010年7月一次暴雨洪涝灾害过程为例给出了整个评估流程的实现过程,结果表明基于暴雨洪涝淹没模型的洪涝灾害损失评估业务流程物理意义清楚,表达了暴雨-径流-洪涝灾害全过程,可用以提高洪涝灾害影响评估的定量化程度,同时也为暴雨洪涝风险管理提供一定的依据。  相似文献   

海岸带土地利用格局演化及多情景开发模拟¬——以宁波市为例     

应超  李加林  钟捷  赵蓉蓉  陈宇昕  甘付兵 《海洋通报》2024,(2):289-300

海岸带土地在高强度开发下变化显著,明确其演化规律和驱动因子,为优化土地利用结构和合理利用海岸带资源提供重要依据。基于1990－2020年7期土地利用数据,利用土地利用强度指数、地理探测器模型等方法,分析宁波市海岸带土地利用格局演变特征及驱动因子;同时利用CA-Markov模型对2025年和2030年宁波市海岸带土地利用格局进行模拟。结果表明：（1）宁波市海岸带土地利用类型主要为林地和耕地,土地利用格局演化明显,其中耕地面积不断减少,林地、草地、水域和未利用地面积发生小幅度动荡,建设用地面积快速增长。（2）宁波市海岸带土地利用强度不断增加,研究区北部增长趋势明显,而南部增长速度缓慢。（3）地形和坡度是影响宁波市海岸带土地利用变化的主要自然因素,但影响程度不断减弱;GDP密度和人口密度是主要社会经济影响因素,影响强度逐渐增强;因子间交互作用类型主要为双因子增强和非线性增强,社会经济因子与自然因素中的海拔和坡度交互作用最为强烈。（4）未来宁波市海岸带土地利用变化剧烈区域将集中于杭州湾南岸、象山县东北部和宁海县南部,生态保护情景能最大程度保持土地利用结构稳定,有效缓解人地矛盾。  相似文献   

广州南部滨海地区工程地质问题及对策   总被引：1，自引：0，他引：1  

容穗红 《地质灾害与环境保护》2014,25(4):61-65

松软土地基、活动断裂、砂土液化和海水入侵是滨海城市普遍存在的主要工程地质问题。对广州南部地区这四种问题进行深入地研究,绘制广州南部工程地质专题分区图。对滨海城市建设可能引发的工程地质问题进行评价和分析,并提出相应对策。  相似文献   

HY-1C Coastal Zone Imager observations of the suspended sediment content distribution details in the sea area near Hong Kong-Zhuhai-Macao Bridge in China     

Lina Cai  Minrui Zhou  Xiaojun Yan  Jianqiang Liu  Qiyan Ji  Yuxiang Chen  Juncheng Zuo 《海洋学报(英文版)》2022,41(11):126-138

The impacts of the Hong Kong-Zhuhai-Macao Bridge (HKZMB) on suspended sediment content (SSC) were analysed in the Zhujiang River Estuary based on data from HY-1C, which was launched in September 2018 in China, carrying Coastal Zone Imager (CZI) and Chinese Ocean Color and Temperature Scanner on it. A new SSC inversion model was established based on the relationship between in-situ SSC and the remote sensing reflectance in red and near-infrared bands of CZI image. HY-1C satellite data obtained from October to December 2019 were applied to retrieve SSC in the Zhujiang River Estuary. The results show that SSC around the HKZMB is ranging from 20 mg/L to 95 mg/L. SSC change obviously on two sides of the bridge. During flooding and ebbing period, SSC increases obviously downstream of the bridge. SSC difference between upstream and downstream is ranging from 5 mg/L to 20 mg/L. Currents flowing across the HKZMB, the change trend of SSC in most places upstream and downstream is almost the same that SSC downstream of the bridge is higher than SSC upstream. The tidal currents interact with bridge piers, inducing vortexes downstream, leading the sediment to re-suspend downstream of the bridge piers. Other factors, including seafloor topography and wind, can also contribute to the distribution of SSC in the Zhujiang River Estuary.  相似文献   

Comparing the performance of a 2‐D finite element and a 2‐D finite volume model of floodplain inundation using airborne SAR imagery     

M. S. Horritt  G. Di Baldassarre  P. D. Bates  A. Brath 《水文研究》2007,21(20):2745-2759

The performances of a finite volume model (SFV) and finite element model (TELEMAC‐2D) in reproducing inundation on a 16 km reach of the river Severn, United Kingdom, are compared. Predicted inundation extents are compared with 4 airborne synthetic aperture radar images of a major flood event in November 2000, and these are used to calibrate 2 values of Manning's n for the channel and floodplain. The four images are shown to have different capacities to constrain roughness parameters, with the image acquired at low flow rate doing better in determining these parameters than the image acquired at approximately peak flow. This is assigned to the valley filling nature of the flood and the associated insensitivity of flood extent to changes in water level. The level of skill demonstrated by the models, when compared with inundation derived using a horizontal water free surface, also increases as flow rate drops. The two models show markedly different behaviours to the calibration process, with TELEMAC showing less sensitivity and lower optimum values for Manning's n than SFV. When the models are used in predictive mode, calibrated against one image and predicting another, SFV performs better than TELEMAC. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

Sediment transport simulation and design optimization of a novel marsh shoreline protection technology using computational fluid dynamics (CFD) modeling     

Salman Sakib  Grant Besse  Peng Yin  Daniel Gang  Donald Hayes 《国际泥沙研究》2022,37(1):14-25

Coastal Louisiana has the nation's most fragile and valuable wetlands,whose loss represents 80%of the total losses in the United States.The severely restricted mobility of conventional shoreline protection structures makes them impossible to be redeployed.The Wave Suppression and Sediment Collection(WSSC)system is a novel technology of high mobility and compatible with existing shoreline protection technologies.Previous laboratory studies on WSSC showed great potential for wave reduction and sediment collection.The current study aimed to optimize the design parameters of WSSC using a validated computational model.A computational fluid dynamics(CFD)model was developed and validated using experimental data from the previous laboratory study.Then,a parametric analysis was conducted with a focus on the performance optimization of wave reduction and sediment collection with respect to pipe diameter and face slope.Simulation results showed that the wave reduction efficiency decreased with increasing pipe diameter and face slope.In contrast,the sediment transport efficiency was enhanced by increasing pipe diameter but was not affected significantly by varying face slopes.  相似文献   

Application of Statistical Methods to Biomarkers for Geochemical Evaluation and Genetic Type Determination of Gas Condensates in the Persian Gulf and Coastal Fars, Southern Iran     

Mohammad Javad SEIDY  Mohammad Hossein SABERI 《《地质学报》英文版》2022,96(4):1246-1256

In a comprehensive geochemical study, the genetic relationships among 14 samples of gas condensates from the Persian Gulf were investigated for the purpose of evaluating the respective source rocks in terms of both age and sedimentary paleoenvironment. Chemometric analysis was used for categorization and determination of a certitude range to determine the genetic type of the condensate families in the studied basin. The samples were collected from Late Permian – Triassic reservoirs (Dalan and Kangan formations) located in 6 gasfields (gas condensate) hosting some of Iran’s most important gas/gas condensate reserves. Obtained by gas chromatography-mass spectrometry (GC-MS), a total of 16 biomarker parameters (10 maturity-related parameters and 6 sedimentary environment-related parameters) were used to evaluate the samples in terms of thermal maturity (and hence their positions in the maturity chart), the sedimentary environment of the source rock and the lithology. Application of Hierarchical Clustering Analysis (HCA) and Principal Component Analysis (PCA) to the collected data led to the categorization of the samples into three main genetic groups, I–III. Groups I and III were found to be located in the east and the west of the Persian Gulf, respectively, while Group II was developed between the two other groups.  相似文献   

海底地下水排泄研究回顾与进展   总被引：2，自引：1，他引：1  

Li Hailong  Wang Xuejing 《地球科学进展》2015,30(6):636-646

海底地下水排泄是全球水循环的重要组成部分,是近岸、滩涂和河口地区典型而重要的海水—地下水相互作用过程。作为全球水循环的重要组成部分,海底地下水排泄是海洋中水和各种化学物质的重要来源之一,同时也是各种污染物从陆地向海洋输送的一个重要而隐蔽的通道。综述了海底地下水排泄(SGD)的研究现状与进展,对海底地下水排泄的过程、研究方法、研究分布以及环境意义等方面进行了详细介绍,指出了目前研究存在的不足和需要努力的方向,从而为我国开展大规模海底地下水排泄研究提供了一定的思路。  相似文献