台风期间浮标和潜标上ADCP的空间变化、数据误差及校正#br#

基于南海北部浮标和潜标的声学多普勒流速剖面仪（ADCP）数据,通过一套几何算法计算了台风海鸥（1415）期间ADCP的空间变化和流速误差,并进行数据校正。浮标上,台风过后ADCP的水平位移最大可达2.61 km,水平流速误差最大可达0.27 m/s,垂向流速误差最大仅为5×10^-4 m/s;温跃层流速校正值在台风过后显著大于流速测值,这表明水平校正对于温跃层流速的质量控制很重要。潜标上,ADCP最大垂向位移增量为179 m,最大绳子倾角为35°,最大水平位移为1.5 km; ADCP水平流速误差和倾角误差都很小,在数据校正中可忽略不计,但对台风过后中层流速的垂向校正不能忽略。     

Spatial and temporal variations of coastlines in northern China (2000-2012)

This study examined the spatial distribution of the continent coastline in northern China using remote sensing and GIS techniques, and calculated the fractal dimension of the coastline by box-counting method, with a time span from 2000 to 2012. Moreover, we analyzed the characteristics of spatial-temporal changes in the coastline's length and fractal dimension, the relationship between the length change and fractal dimension change, and the driving forces of coastline changes in northern China. During the research period, the coastline of the study area increased by 637.95 km, at a rate of 53.16 km per year. On the regional level, the most significant change in coastline length was observed in Tianjin and Hebei. Temporally, the northern China coastline grew faster after 2008. The most dramatic growth was found between 2010 and 2011, with an increasing rate of 2.49% per year. The fractal dimension of the coastline in northern China was increasing during the research period, and the most dramatic increase occurred in Bohai Rim. There is a strong-positive linear relationship between the historical coastline length and fractal dimension (the correlation coefficient was 0.9962). Through statistical analysis of a large number of local coastline changes, it can be found that the increase (or decrease) of local coastline length will, in most cases, lead to the increase (or decrease) of the whole coastline fractal dimension. Civil-coastal engineering construction was the most important factor driving the coastline change in northern China. Port construction, fisheries facilities and salt factories were the top three construction activities. Compared to human activities, the influence of natural processes such as estuarine deposit and erosion were relatively small.     

南海珊瑚环礁开放程度模型构建研究

南海环礁发育过程中形成了开放程度不同的环礁类型,依据环礁不同地貌部位的几何因子作为反映环礁开放程度的指标可以定量划分环礁开放程度类型。如果将澙湖潮汐通道作为环礁地貌结构要素用来反映环礁开放程度,则潮汐通道可以成为新的度量因子。利用高分辨率遥感影像结合GIS技术,以澙湖潮汐通道的几何参数为主构建反映环礁开放程度的模型,结果表明,以口门宽度与礁体中轴线长度之比为指标建立的经验式,可用来划分环礁开放程度类型,封闭型环礁的开放度为0,准封闭型环礁的开放度为0~0.06,半开放型环礁的开放度为0.06~0.25,开放型岛礁的开放度为0.25~1。因此,采用这一量化表达式反映南海环礁的开放程度类型,可为珊瑚环礁的开放程度发育规律研究提供科学工具。     

根据漂流浮标资料对黑潮15m层流路及流轴特征的分析

利用1979-02—2012-03共33a的水帆位于15m层的Argos漂流浮标资料,绘制黑潮流系15m层的多年年平均和月平均流场,运用特征线方法计算得到黑潮流轴,定义黑潮流动路径的边界为流速大小20~30cm/s的过渡性区域。结果显示:黑潮多年年平均流路大致是一个以(13°30′N,142°00′E)为圆心、2 235km为半径的直角弧段,其在吕宋海峡、台湾东北、九州西南及伊豆海岭附近海区发生气旋式弯曲前先进行反气旋式弯曲调整,弯曲处出现的路径开口主要是支流的并入或分支的流出;黑潮流轴整体性偏向黑潮左边界,其中在吕宋岛东北至台湾以东海域最为显著,在本州岛以南海域次之,而在东海段基本居中;黑潮流路上的流速在总体上由南向北呈增大趋势,但并非沿流路持续性逐渐增加,而是呈现出较平直流段的大流速区和弯曲调整流段的低流速区相互交错的状况,其中四国岛以南至伊豆诸岛以西流段的流速为最大。多年月平均流场显示,2月,5月,8月和11月这4个月份是黑潮流路和流轴发生变化的重要转折期,而1月,4月,7月和10月这4个月份则是各季节的代表月份。其中,冬季月份的黑潮流路和流轴最为曲折,向边缘海发生显著入侵;夏季月份的黑潮流路和流轴最为平直,左侧伴随有北向流动;春、秋两季的过渡性特征则比较明显。     

琼东南盆地深水区断层垂向输导及成藏模式

In the Qiongdongnan Basin, faults are well developed.Based on the drilling results, the traps controlled two or more faults are oil-rich. However, when only one fault cut through the sand body, there is no sign for hy-drocarbon accumulation in the sandstone. In terms of this phenomenon, the principle of reservoir-forming controlled by fault terrace is proposed, i.e., when the single fault activates, because of the incompressibility of pore water, the resistance of pore and the direction of buoyancy, it is impossible for hydrocarbon to ac-cumulate in sandstone. But when there are two or more faults, one of the faults acts as the spillway so the hydrocarbon could fill in the pore of sandstone through other faults. In total five gas bearing structures and four failure traps are considered, as examples to demonstrate our findings. According to this theory, it is well-advised that south steep slope zone of Baodao-Changchang Depression, south gentle slope zone of Lingshui Depression, north steep slope zone of Lingshui Depression, and north steep slope zone of Baodao Depression are the most favorable step-fault zones, which are the main exploration direction in next stage.     

中国区域滨海湿地固碳能力研究现状与提升

对我国滨海湿地的固碳能力进行了评估,同时,对其固碳能力的遥感监测和评估方法进行了总结和分析,最后提出了滨海湿地固碳能力的提升技术。全球看来,我国滨海湿地的固碳能力总体上不高。国内看来,在北方泥炭地和植被覆盖率高,生长茂盛的区域,尤其是有红树林生长的区域固碳能力相对较高。滨海湿地主要分布在潮间带,人为监测困难,卫星遥感的出现为滨海湿地的监测带来很大方便,遥感监测已成为评估湿地固碳能力的一种高时效方法。滨海湿地固碳蕴藏着巨大潜力,提升滨海湿地的固碳能力可以大大降低全球CO2含量,对于改善全球温室效应有不可替代的作用。     

北部湾经济区陆海统一似大地水准面精化关键技术研究北大核心CSCD

针对北部湾经济区生态文明建设、海洋资源利用和海洋应急救援事件处置等缺乏统一的陆海高程基准等难题,本文首先利用广西北部湾经济区2764项重力数据和8项GNSS水准数据,应用第二类Helmert凝聚法,反演得到广西北部湾海域及沿大陆海岸线向内陆延伸约15 000 km^(2)区域内置信度较高的重力似大地水准面;然后参考重力场选取EIGEN6C4模型,重力似大地水准面对比8项GNSS水准资料,其精度达2.2 cm;最后采用球冠调和分析方法,将2′×2′格网似大地水准面精度提高至1.6 cm,并将陆地高程基准传递到广西北部湾海域及其海岛上,实现该区域陆海高程基准的统一。     

列车振动荷载作用下南京细砂振动累积变形特性试验研究

列车振动荷载作用下松散砂土振密造成的早期路基沉降将对列车的正常运行产生很大的影响。本文以南京地区新近沉积片状细砂为研究对象,采用英国GDS空心圆柱扭剪仪模拟列车振动荷载的实际应力路径,并考虑排水条件、试样围压和加载幅值等因素,初步研究了2000列次(14000振次)列车振动荷载作用下南京新近沉积片状细砂的振动排水特性和竖向累积变形特性。实验结果表明,试样围压对南京片状细砂的竖向累积变形的影响较为明显,同时,当试验围压较小时,加载幅值对试样的竖向累积变形的影响更大。其次,排水条件主要对列车运营前期的路基累积变形产生明显的影响,对后期的累积变形的影响基本可以忽略。最后,根据试验结果,本文也初步给出了排水条件和不排水条件下南京片状细砂的竖向累积应变增长曲线的新预测公式及其参数取值。研究结论对列车振动荷载作用下新近沉积砂性土的动力学特性及其累积变形的计算方法等问题的研究具有很好的参考价值。     

地理信息系统在国土资源调查中的应用

目前地理信息系统的制图功能广泛应用于国土资源大调查中 ,作者结合自己的工作体会 ,介绍一下微机辅助制图的工作方法和步骤 :图层设置、矢量化、误差校正、图幅拼接、图幅整饰和图形输出     

PS-InSAR和SBAS-InSAR技术对昆明主城区地面沉降监测的对比分析

以昆明主城区为例,分别利用PS-InSAR和SBAS-InSAR技术对2014—2017年间29景升轨Sentinel-1A数据进行沉降监测,对比两种技术得到的沉降结果,进行剖面图分析与时序分析。结果表明,PS-InSAR和SBAS-InSAR技术监测结果具有一致性、相关性和可靠性。研究发现,昆明市沉降漏斗主要位于居民区、地铁、道路、高速公路以及滇池等区域,最大年沉降速率可达-39.580mm/a,累积沉降量达到85mm。研究表明,昆明主城区地面沉降主要由于近几年城市和轨道交通建设的飞跃发展,导致居民区和交通网络密集,地面载荷增加,地下隧道开挖与地下水开采等原因引起地面软土地层下沉。