厦门西海域表层沉积物中多环芳烃含量分布及生态风险评价   总被引：2，自引：0，他引：2  

黎晓霞  蔡河山  张珞平 《热带海洋学报》2008,27(5)

2004年11月30日至12月1日连续两天采集厦门西海域10个站位表层沉积物样品,参照美国EPA标准方法及采用气相色谱与质谱联用(GC/MS)技术,对表层沉积物样品中的多环芳烃(PAHs)进行测定分析.结果表明,厦门西海域表层沉积物样品中16种PAHs的总含量为198.2-1061.6 ng·g-1,平均值为723.51 ng·g-1,能检出的PAHs均以2-4环的芳香物为主;10个站位中X1、X2、X3、X6及M2站位的PAHs主要来源于化石燃料的不完全燃烧,其他站位以石油泄漏为主要来源.对PAHs的生态风险评价结果表明,厦门西海域表层沉积物中PAHs的环境毒性相对较低,说明该海域表层沉积物中PAHs对生物的危害程度较轻.  相似文献   

双曲面模型深海三维定位数据模拟及精度分析          下载免费PDF全文

朱祥娥  蔡艳辉  王权 《海洋测绘》2008,28(6):6-9

结合声波射线传播规律提出了双曲面模型水声定位的数据模拟方法。利用该方法模拟一定浮标网形下声源位于某区域约2 000m水深处10km×10km范围内的声线双曲面模型定位观测数据,进行定位解算,并将截止角的概念引入水声定位中。定位结果显示,大部分区域水下DGPS定位系统的外符合定位精度在水平方向优于5m,垂直方向优于10m;网形中间区域精度较高,三维定位精度为亚米级。引入角度限制后,定位区域内外符合定位精度水平方向优于1m,垂直方向优于4m。  相似文献   

基于DSP TMS320VC5509A图像采集的脱机系统设计与实现     

蔡成  罗代升  卿粼波 《成都信息工程学院学报》2008,23(3):300-303

首先介绍了脱机系统的结构,并给出系统中核心芯片DSP TMS320VC5509A与存储芯片EEPROMAT25640的硬件电路设计方案,从该DSP的各种BOOTLOADER方式中分析研究,考虑到烧写速度及电路设计简洁性等因素,采用了SPI EEPROM模式。随后介绍了加载过程中的数据表——BOOT表的概念及生成方式,详细介绍了程序烧写至存储器的过程及软件实现的流程图,最终用一个实例实现系统的脱机运行。  相似文献   

城镇地籍测量实施方案探讨     

王华  洪亮  蔡金全 《地理空间信息》2009,(Z1):33-36

以地籍测量为研究对象,阐述了现代地籍调查的特征,结合湖北省安陆市城镇地籍调查项目的实际工作和成功经验,对地籍调查工作进行了各个方位的理性分析,提出了现代地籍测量完善可行的工作实施方案,较好地解决了地籍调查工作中的一些实际矛盾。并对实施方案中如何提高工作效率进行了有益的探讨。  相似文献   

基于SVG的旅游电子地图设计与发布   总被引：1，自引：0，他引：1  

蔡安宁 《测绘与空间地理信息》2009,32(3):73-75

SVG为GIS矢量数据的Web应用提供了一种开放的解决方案.基于SVG的旅游电子地图技术可以提高旅游电子商务的服务水平,实现价值增值.  相似文献   

普通Kriging插值算法研究     

陈宝政  蔡德利 《测绘与空间地理信息》2009,32(3):7-9

地统计学是进行空间变异分析的有力工具.文章说明了地统计学的基本原理及其实现算法,并应用该算法对研究区域的草句白浆土有效磷的空间变异特征进行了分析,通过计算得出的地统计学参数说明了土壤有效磷具有中等空间相关性,并生成了该养分的空间分布图.  相似文献   

基于扎根理论与文本分析的海洋旅游目的地意象研究     

蔡礼彬  罗威 《世界地理研究》2019,28(4):201-210

旅游目的地意象在旅游者决策与目的地开发中具有重要作用,也是旅游研究中的热点领域。海洋旅游目的地意象的研究对于提高目的地竞争力与吸引力具有重要意义。本文以夏威夷为例,基于国内旅游者发布在网络上的游记,利用扎根理论与文本分析法对夏威夷的认知意象、情感意象与总体意象进行分析。研究发现,“海洋自然吸引物”、“海洋人文吸引物”、“海洋旅游活动”、“目的地软环境”、“旅游服务”、“公共场所与服务”是构成海洋旅游目的地认知意象的六个主范畴;在此基础上,通过提取游记中的情感语句并结合“情感环状模型”发现夏威夷的情感意象以正面情感为主;从语义网络与重游意愿来看,夏威夷的总体意象较为积极,并未出现明显的负面感知要素。研究旨在为国内海洋旅游目的地的发展提供一定的经验与借鉴。  相似文献   

VIIRS/DNB夜间灯光月度产品插补方法对比——以北京为例     

陈慕琳  蔡红艳 《地理科学进展》2019,38(1):126-138

新一代VIIRS/DNB(Visible Infrared Imaging Radiometer Suite Day/Night Band)夜间灯光数据因其具备更精细的时空分辨率、数据不存在饱和现象、不同年份数据可比性强等优点而迅速代替DMSP/OLS(Defense Meteorological Satellite Program's Operational Linescan System)夜间灯光数据成为新的研究热点。但由于杂散光的污染,VIIRS/DNB夏季数据数值缺失严重,致使数据在空间和时间上不连续,因此,插补缺失数据成为后续应用的前提。鉴于此,论文从插补结果异常值、与参照值对比、计算性能三个方面,系统比较了三次样条插值(样条)、三次Hermite插值(Hermite)、灰色预测模型(GM)、三次指数平滑法(指数)4种插补方法的适用性,以期为插补VIIRS/DNB夜间灯光数据提供方法选择的依据。研究结果表明：①异常值比较方面,Hermite法未出现异常值,另外3种算法仅出现少量异常值(0.02%~1.34%);②与参照值的对比方面,Hermite法与参考值接近程度最高,GM接近程度最低,样条法和指数法介于两者中间;③算法性能比较方面,4种方法都具备计算简单、容易编程的特点,但指数法的算法时长是另外3种方法的10倍以上。因此,综合多方表现,当插补月份前后两侧均有足够长的原始数据时,插补效果好、计算速度快、不会出现过冲现象的Hermite法最适宜,样条法次之;当插补月份仅单侧有足够长的数据时,适宜采用指数法(插补效果好、计算速度较慢)或GM(插补效果偏低、计算速度快)进行插补。  相似文献   

Morphodynamics of an Artificial Cobble Beach in Tianquan Bay,Xiamen, China     

SHU Fangfang  CAI Feng  QI Hongshuai  LIU Jianhui  LEI Gang  ZHENG Jixiang 《中国海洋大学学报(英文版)》2019,(4)

By tracking and monitoring the profile configuration, topography, and hydrodynamic factors of an artificial cobble beach in Tianquan Bay, Xiamen, China over three consecutive years after its completion, we analyzed the evolution of its profile configuration and plane morphology, and its storm response characteristics. The evolution of the profile configuration of the artificial cobble beach in Tianquan Bay can be divided into four stages. The beach was unstable during the initial stage after the beach nourishment the profile configuration changed obviously, and an upper concave composite cobble beach formed gradually, which was characterized by a steep upper part and a gentle lower part. In the second stage, the cobble beach approached dynamic equilibrium with minor changes in the profile configuration. At the third stage the beach was in a high-energy state under the influence of Typhoon Meranti, and the response of the artificial cobble beach differed significantly from that of the low-tide terrace sandy beach. Within a short time, there was net onshore transport of cobbles in the cross-shore direction. The beach face was eroded, the beach berm was accumulated, and the slope of the beach was steepened considerably. In the alongshore direction, there was notable transport of cobbles on the beach from east to west along the shore, and the total volume of the beach decreased by 4.5×103 m~3, which accounted for 50% of the total amount of beach volume lost within three years. The fourth stage was the restoration stage after the typhoon, characterized by a little gentler profile slope and the increase in width and the decrease in height of beach berm. Because of the action of waves and the wave-driven longshore current caused by the specific terrain and landform conditions along the coast(e.g., coastal headlands, near-shore artificial structures, and reefs), the coastline of the artificial cobble beach gradually evolved from being essentially parallel to the artificial coast upon completion to a slightly curved parabolic shape, and three distinct erosion hotspots were formed on the west side of the cape and the artificial drainpipe, and the reefs. Generally, the adoption of cobbles for beach nourishment on this macro-tidal coast beach with severe erosion has yielded excellent stability and adaptability.  相似文献   

Mechanism of toppling and deformation in hard rock slope: a case of bank slope of Hydropower Station,Qinghai Province,China     

CAI Jun-chao  JU Neng-pan  HUANG Run-qiu  ZHENG Da  ZHAO Wei-hua  LI Long-qi  HUANG Jian 《山地科学学报》2019,(4)

Recently, various toppling slopes have emerged with the development of hydropower projects in the western mountainous regions of China. The slope on the right bank of the Laxiwa Hydropower Station, located on the mainstream of the Yellow River in the Qinghai Province of Northwest China, is a typical hard rock slope. Further, its deformation characteristics are different from those of common natural hard rock toppling. Because this slope is located close to the dam of the hydropower station, its deformation mechanism has a practical significance. Based on detailed geological engineering surveys, four stages of deformation have been identified using discrete element numerical software and geological engineering analysis methods, including toppling creep, initial toppling deformation, intensified toppling deformation, and current slope formation. The spatial and time-related deformation of this site also exhibited four stages, including initial toppling, toppling development, intensification of toppling, and disintegration and collapse. Subsequently, the mechanism of toppling and deformation of the bank slope were studied. The results of this study exhibit important reference value for developing the prevention–control design of toppling and for ensuring operational safety in the hydropower reservoir area.  相似文献