长江口营养盐结构特征及其对浮游植物的限制

根据2013年5月、11月两个航次的调查资料,分析了长江口营养盐浓度及其结构的分布变化,并探讨了营养盐对浮游植物的限制情况。长江口营养盐分布存在季节差异:口门外NO3-N、NO2-N浓度均为春季高秋季低,PO34-P、3SiO2-Si、NH4-N浓度则秋季高春季低,口门内除NO2-N外,NO3-N、PO34-P、SiO23-Si、NH4-N浓度均为秋季高于春季。NO3-N、PO34-P、SiO23-Si浓度从近岸向外海逐渐降低,NO2-N、NH4-N浓度分布规律不明显。NO3-N是DIN的主要存在形态,其占DIN的比例为春季95%、秋季83%。春季、秋季DIN/P均高于16,表现出长江口过量的DIN输入,春季Si/DIN基本小于1,秋季Si/DIN大于1。春季由于硅藻的局部生长使DIN/P异常升高、Si/DIN异常降低,秋季西北部海区受苏北沿岸流影响,呈低DIN/P值和高Si/DIN值分布。受含过量DIN、SiO23-Si的长江冲淡水的影响,春、秋季均表现为PO34-P潜在相对限制。春季由于浮游植物的大量吸收,局部出现PO34-P、SiO23-Si的绝对限制。当同时考虑绝对限制和潜在相对限制时,春季15.38%的站位受PO34-P限制,限制情况较上世纪90年代更为突出。     

临沂市开发区土地集约利用评价工作分析

土地集约利用评价成果对增强政府调控土地利用的能力,构建资源节约型社会,促进经济社会可持续发展都具有重要的意义。该文在分析及评价临沂市开发区土地利用现状、结构的基础上,提出了合理化建议,对促进临沂市土地可持续利用具有重要意义。     

Spatiotemporal filtering of regional GNSS network’s position time series with missing data using principle component analysis

The existing spatiotemporal analysis methods suppose that the involved time series are complete and have the same data interval. However missing data inevitably occur in the position time series of Global Navigation Satellite Systems networks for many reasons. In this paper, we develop a modified principal component analysis to extract the Common Mode Error (CME) from the incomplete position time series. The principle of the proposed method is that a time series can be reproduced from its principle components. The method is equivalent to the method of Dong et al. (J Geophys Res 111:3405–3421, 2006) in case of no missing data in the time series and to the extended ‘stacking’ approach under the assumption of a uniformly spatial response. The new method is first applied to extract the CME from the position time series of the Crustal Movement Observation Network of China (CMONOC) over the period of 1999–2009 where the missing data occur in all stations with the different gaps. The results show that the CMEs are significant in CMONOC. The size of the first principle components for the North, East and Up coordinates are as large as 40, 41 and 37 % of total principle components and their spatial responses are not uniform. The minimum amplitudes of the first eigenvectors are only 41, 15 and 29 % for the North, East and Up coordinate components, respectively. The extracted CMEs of our method are close to the data filling method, and the Root Mean Squared error (RMS) values computed from the differences of maximum CMEs between two methods are only 0.31, 0.52 and 1.55 mm for North, East and Up coordinates, respectively. The RMS of the position time series is greatly reduced after filtering out the CMEs. The accuracies of the reconstructed missing data using the two methods are also comparable. To further comprehensively test the efficiency of our method, the repeated experiments are then carried out by randomly deleting different percentages of data at some stations. The results show that the CMEs can be extracted with high accuracy at the non missing-data epochs. And at the missing-data epochs, the accuracy of extracted CMEs has a strong dependence on the number of stations with missing data.     

岩溶峰丛洼地勘察方法研究

以桂林市郊区某变电站工程为例,在地面调查、钻探及高密度电法测试的基础上,分析了峰丛洼地的岩溶发育特征。强调了地面调查在岩溶勘察中的重要性。     

浅谈利用Google Earth结合MapGis软件制作地形图方法

利用Google Earth的三维模拟功能,通过不同海拔平面与地表的接触线来获得等高线,结合MapGis的编辑功能即可形成矢量化的地形图。经与实测地形图对比,两者山头、山谷、山脊、鞍部、高程及等高线形态基本相同,可做为野外工作及其它对地形图精度要求不高工作的参考资料。     

Impact of GLONASS pseudorange inter-channel biases on satellite clock corrections

GLONASS carrier phase and pseudorange observations suffer from inter-channel biases (ICBs) because of frequency division multiple access (FDMA). Therefore, we analyze the effect of GLONASS pseudorange inter-channel biases on the GLONASS clock corrections. Different Analysis Centers (AC) eliminate the impact of GLONASS pseudorange ICBs in different ways. This leads to significant differences in the satellite and AC-specific offsets in the GLONASS clock corrections. Satellite and AC-specific offset differences are strongly correlated with frequency. Furthermore, the GLONASS pseudorange ICBs also leads to day-boundary jumps in the GLONASS clock corrections for the same analysis center between adjacent days. This in turn will influence the accuracy of the combined GPS/GLONASS precise point positioning (PPP) at the day-boundary. To solve these problems, a GNSS clock correction combination method based on the Kalman filter is proposed. During the combination, the AC-specific offsets and the satellite and AC-specific offsets can be estimated. The test results show the feasibility and effectiveness of the proposed clock combination method. The combined clock corrections can effectively weaken the influence of clock day-boundary jumps on combined GPS/GLONASS kinematic PPP. Furthermore, these combined clock corrections can improve the accuracy of the combined GPS/GLONASS static PPP single-day solutions when compared to the accuracy of each analysis center alone.     

我国海岛县旅游竞争力综合评价研究

为科学评价我国海岛县旅游发展状况以及助力海岛高质量发展，文章构建海岛县旅游竞争力评价指标体系，并利用随机森林算法和熵值法对全国海岛县的旅游竞争力进行测算，发现旅游总收入、全年旅游人数、人均GDP、一般公共预算支出以及客运周转量5项指标对海岛县旅游竞争力产生主要影响；深入分析我国海岛县旅游竞争力差异的形成机理，利用反距离权重插值法估计海岛县周边海岛的旅游竞争力，并对提高海岛县旅游竞争力提出建议。     

海底冲沟——深水沉积输运系统的"毛细血管"

海底冲沟作为比海底峡谷、水道地貌尺度小1个数量级的微地貌,与海底峡谷、水道共同构成了完整的深水沉积输运系统。由于调查数据分辨率的限制,在前人研究中,海底冲沟的重要作用一直被忽视。海底冲沟是深水沉积输运系统的“毛细血管”,数量巨大,主要分布在大陆坡、岛礁边缘、河口冲积扇前缘、海底峡谷和水道内部,与深水工程安全、岛礁安全、深水沉积体系和深水油气储层预测息息相关。从识别特征、沉积环境、影响因素和形成机理等方面,系统介绍了海底冲沟的研究进展;从分布区域、坡度、形态和沉积特征等方面,探讨了海底冲沟与海底峡谷和水道之间的区别与联系,并给出了区分三者的方法。通过归纳不同沉积环境的海底冲沟特征,将其定义为：在坡度大于2°的地形中,重力流成因、直线型的微地貌尺度沟槽,具有宽度小、深度浅、长度短和形态笔直（弯曲度接近于1）的特点,其中,片状浊流成因的海底冲沟还具有相互平行和等间距分布的集群特征。     

新生代辉绿岩侵入对围岩物性的影响:以苏北盆地洋心次凹为例

传统观念认为岩浆活动区是油气勘探的禁区,但现今理论研究与实践勘探发现岩浆侵入作用能够显著改造围岩物性。目前岩浆侵入对围岩具体的影响认识不清,查明岩浆侵入影响围岩物性的机理对油气勘探具有重要意义。以苏北盆地洋心次凹的丰页1井为例,结合测井、地震及岩心等资料重点分析辉绿岩侵入对围岩储层物性与储集空间的改造,深入讨论其影响机制。苏北地区丰页1井的辉绿岩在吴堡运动期(约59 Ma)开始顺层侵入,侵入体中心相为辉长岩,侵入体边缘相为辉绿岩,变质相为板岩,上变质带厚度大于下变质带厚度。围岩由非渗透性泥岩转变为油气储层,储集空间为辉绿岩侵入和泥岩变质过程中产生的裂缝与孔隙。辉绿岩的侵入显著提高围岩储层物性,主要的机制有变质固结、热液破裂、冷凝收缩和溶蚀作用4种,其中热液破裂和溶蚀作用对储层的形成最为关键。     

潮白河流域降水演变及其径流效应

分析了潮白河流域1991~2000年降水资料时空演变规律,采用同倍比放大法对各年的降水数据进行整体轮换处理,处理后各年总降水量为1991~2000年的平均年降水量。随后基于GBHM(Geomorphology-Based Hydrological Model)模型进行了10年径流量模拟。结果显示,在降水总量相同的情况下,1994年型降水时空分布最有利于产流,径流总量与峰值流量最大,1999年型径流总量与峰值流量最小。1994年型径流总量是1999年型径流总量的3.88倍;1994年型峰值流量是1999年型峰值流量的35.87倍。由此可见,降水总量相同时,其时空分布对径流总量和峰值的影响极大。