基于智能定位手机的影像信息内外业一体化核查系统   总被引：1，自引：0，他引：1  

廖永生  丘小春 《测绘与空间地理信息》2015,(12):171-174

在地理国情普查和未来将持续开展的地理国情监测工作中,其主要作业方式是通过多源遥感获取地类信息。由于自动解译和人工解译准确率较低,外业调查和核实都是必不可少的工作。传统的制图调绘核实方法存在人工定位困难、记录慢和单人识别不可靠等问题。采用最新的平板电脑进行外业调绘存在强光下无法显示、笔触操作不便和电池续航时间短等缺点。本系统以GPS智能手机作为终端,通过网络传输将遥感外业调查像片传回内业数据处理中心,作业员可以根据外业作业人员传回的定位像片进行地类赋值或修改以及检查等工作,实现无缝集成的内外业一体化。  相似文献   

利用先验对流层延迟约束加快PPP重新收敛方法     

宋超  郝金明  张鹤 《测绘科学技术学报》2015,(5):441-444

针对卫星信号中断后PPP需要重新收敛的问题,根据对流层延迟参数在短期内变化不大的特点,利用PPP中断前估计的比较精确的对流层延迟参数作为先验信息,提出了一种附加先验对流层信息约束的PPP模型加快PPP的重新收敛。实验结果表明,附加先验对流层信息约束模型的PPP重新收敛过程明显快于传统模型。附加先验对流层延迟信息的标准差越小,约束条件越强,PPP的重新收敛就越快。  相似文献   

一次自动站异常数据的处理   总被引：1，自引：0，他引：1  

邓延东  杨玉静  莫益江 《气象研究与应用》2011,32(1):72-73

通过对一次自动气象站异常数据的界定与判断,分析了产生异常记录的原因,并提出了处理方法,为提高报表预审质量提供参考。  相似文献   

山区高填方地基处理简介   总被引：1，自引：0，他引：1  

詹金林 《地震工程学报》2011,33(Z1)

通过对山区高填方常用的地基处理方法进行介绍,阐述山区高填方的地基处理设计、施工、检测需要注意的问题,最后通过三个山区高填方案例,总结了采用分层碾压法、分层强夯法是山区高填方地基处理比较有效理想的地基处理方法。  相似文献   

济南东部岩溶发育区高层建筑地基处理方案分析          下载免费PDF全文

吕仁军  王铮  刘文峰  蒋硕 《山东国土资源》2011,27(12):32-35

依据工程实例,结合场地地质情况,分别从区域地质条件、场地工程地质条件、岩溶发育特点、地基基础方案选择及检测方案等方面进行了分析比较,就济南东部岩溶发育区高层建筑地基基础处理方案提出了针对性建议。  相似文献   

马氏珠母贝育珠细胞小片和珠核处理技术研究Ⅳ:不同处理液在广西营盘育珠效果     

王梅芳  余祥勇  宾承勇  甘西  豆伟  李咏梅  黄愈雄  林湧 《广东海洋大学学报》2011,31(3)

通过广西营盘海区插核育珠试验,比较6组不同的细胞小片处理液及珠核处理液的育珠效果。结果表明:1)处理组手术贝休养期的平均死亡率仅3.9%,显著低于对照组(10.9%)(P<0.01),表明处理液具有促进伤口愈合、抗感染、提高成活率的作用;2)处理组休养期吐核率与对照组差异不显著(P>0.05),说明处理液对增加组织亲和力的效果不明显;3)除Y2处理组外,其余处理组育珠4个月的成活率平均为77.0%,比对照组高出7.0%～14.5%,且W组的单位收珠数量及珍珠品质等均优于对照组,表明W组处理液在促进珍珠质分泌、提高成活率、成珠率方面的作用优于对照组。比较分析处理组在海南陵水、广东徐闻及广西营盘3海区的育珠效果,优化筛选出2个优良匹配方案即小片处理液W0、Y3与核处理液C3匹配。W0、Y3两试验组在广西营盘海区进行中试,结果发现,休养期死亡率(8.0%、7.3%)显著低于对照组(11.7%)(P<0.05),育珠4个月的死亡率(19.7%、18.3%)显著低于对照组(31.7%)(P<0.05);育珠8个月的W0组的成活率为73.6%,成珠率为54%、优珠率为61.1%,分别比对照组提高约12%,表明筛选出的W0、Y3两优良匹配组同样适用于营盘海区的插核育珠处理,可提高育珠效果。  相似文献   

Finite element analysis on impact of foundation treatment in bridgehead transition section upon bridge piles          下载免费PDF全文

ZHENG Wei  DU Lizhi  WANG Yong 《世界地质(英文版)》2011,14(4):254-258

In order to decrease relative settlement, foundation treatment plays an extremely important role in bridgehead transition section, especially, the situation of building the bridge piles firstly, and th...  相似文献   

Nonstationary time series prediction by incorporating external forces   总被引：2，自引：0，他引：2  

王革丽  杨培才  周秀骥 《大气科学进展》2013,30(6):1601-1607

Almost all climate time series have some degree of nonstationarity due to external forces of the observed system. Therefore, these external forces should be taken into account when reconstructing the climate dy- namics. This paper presents a novel technique in predicting nonstationary time series. The main difference of this new technique from some previous methods is that it incorporates the driving forces in the pre- diction model. To appraise its effectiveness, three prediction experiments were carried out using the data generated from some known classical dynamical models and a climate model with multiple external forces. Experimental results indicate that this technique is able to improve the prediction skill effectively.  相似文献   

Variation of Surface Temperature during the Last Millennium in a Simulation with the FGOALS-g1 Climate System Model     

ZHANG Jie  Laurent LI  ZHOU Tianjun  XIN Xiaoge 《大气科学进展》2013,30(3)

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Experimental study and constitutive modelling of elasto‐plastic damage in heat‐treated mortar     

Xiao‐Ting Chen  J. F. Shao  C. A. Davy  F. Skoczylas 《国际地质力学数值与分析法杂志》2010,34(4):357-382

This study investigates the effect of a heat‐treatment upon the thermo‐mechanical behaviour of a model cement‐based material, i.e. a normalized mortar, with a (w/c) ratio of 0.5. First, a whole set of varied experimental results is provided, in order to either identify or validate a thermo‐mechanical constitutive model, presented in the second paper part. Experimental responses of both hydraulic and mechanical behaviour are given after different heating/cooling cycling levels (105, 200, 300, 400^°C). The reference state, used for comparison purposes, is taken after mass stabilization at 60^°C. Typical uniaxial compression tests are provided, and original triaxial deviatoric compressive test responses are also given. Hydraulic behaviour is identified simultaneously to triaxial deviatoric compressive loading through gas permeability K_gas assessment. K_gas is well correlated with volumetric strain evolution: gas permeability increases hugely when ε_v testifies of a dilatant material behaviour, instead of contractile from the test start. Finally, the thermo‐mechanical model, based on a thermodynamics approach, is identified using the experimental results on uniaxial and triaxial deviatoric compression. It is also positively validated at residual state for triaxial deviatoric compression, but also by using a different stress path in lateral extension, which is at the origin of noticeable plasticity. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献