基于车载序列影像的建筑立面纹理的快速重建   总被引：5，自引：0，他引：5  

康志忠  张祖勋  张剑清 《武汉大学学报(信息科学版)》2005,30(11):960-964

提出了一种基于车载序列影像的建筑立面纹理快速重建的方法。首先进行影像预处理,包括畸变差改正、树木遮挡去除等,然后对影像进行自动纠正,在此基础上,自动选择拼接点对影像进行拼接。实验证明了本文方法的有效性。  相似文献   

Effects of laser beam alignment tolerance on lidar accuracy   总被引：2，自引：0，他引：2  

Damir Latypov   《ISPRS Journal of Photogrammetry and Remote Sensing》2005,59(6):361-368

One of the major lidar error sources not yet analyzed in the literature is the tolerance of the laser beam alignment with respect to the scanning mirror. In this paper, the problem of quantifying these errors is solved for rotating polygon mirror type lidar systems. An arbitrary deviation of the beam from its design direction–the vector of beam misalignment–can be described by two independent parameters. We choose these as horizontal and vertical components of the misalignment vector in the body frame. Either component affects both, horizontal and vertical lidar accuracy. Horizontal lidar errors appear as scan line distortions—along and across track shifts, rotations and scaling. It is shown that the horizontal component of misalignment results in a scan line first being shifted across the track and then rotated around the vertical at the new center of the scan line. Resulting vertical lidar error, being a linear function of the scan angle, is similar to that produced by a roll bias. The vertical component of the beam misalignment causes scan line scaling and an along track shift. The corresponding vertical error is quadratic with respect to the scan angle. The magnitude of these effects is significant even at tight alignment tolerances and cannot be realistically accounted for in the conventional calibration model, which includes only range, attitude and GPS biases. Therefore, in order to attain better accuracy, this model must be expanded to include the beam misalignment parameters as well. Addition of new parameters into the model raises a question of whether they can be reliably solved for. To give a positive answer to this question, a calibration method must utilize not only ground control information, which is typically very limited, but also the relative accuracy information from the overlapping flight lines.  相似文献   

黄骅坳陷横向变换带的构造特征及成因   总被引：33，自引：10，他引：33  

周建生  陈发景 《现代地质》1997,11(4):425-433

讨论了黄骅坳陷横向变换带的构造特征和成因。根据利用地震反射剖面对盆地构造几何学的研究，圈定了不同尺度的横向变换带，确定了伸展构造背景下的横向变换带是为了保持区域伸展应变调节构造变形的一种调节体系。这种伸展应变守恒是靠三维空间上断层位移沿走向的变化实现的。横向变换带的构造样式为横向地垒状凸起和鼻状凸起或鼻状背斜，并具伸展性质的正断层。横向凸起与非叠复的和叠复的分段断层系伴生及发育在断层位移最小处等事实表明，横向凸起或横向鼻状背斜是由于分段断层系位移沿走向变化形成的。  相似文献   

Structure of the Mount Raymond transverse zone at the southern end of the Wyoming salient, Sevier fold-thrust belt, Utah     

Timothy Paulsen  Stephen Marshak 《Tectonophysics》1997,280(3-4):199-211

The Mount Raymond transverse zone (MRTZ) forms the east-west-trending boundary between the Wyoming salient of the Sevier fold-thrust belt and the Uinta/Cottonwood arch in north-central Utah. Major faults in the zone dip 40° to 45° north. Our structural analysis indicates that the MRTZ contains both contractional and extensional structures. The contractional structures (thrusts and related folds) initially formed as part of a southeast-verging, northeast-trending thrust system. This system gradually curved and merged to the north with the east-verging Absaroka thrust system in the apex of the Wyoming salient. The contrast in trend between structures in the MRTZ and those in the apex of the Wyoming salient reflects the initial curvature of the salient. This curve formed because the stratigraphic sequence involved in thrusting thinned gradually southward, toward the axis of a proto-Uinta arch. The present east-west trend of the MRTZ developed during Laramide uplift of the Unita/Cottonwood arch, an event which tilted the faults into their present position. Cenozoic crustal extension subsequently reactivated segments of the MRTZ. In sum, the evolution of the MRTZ illustrates how post-thrusting processes can affect the map-view geometry of thrust belts to create transverse zones.  相似文献   

某滑坡软弱夹层抗剪强度取值方法的研究   总被引：3，自引：0，他引：3  

王义军  李天斌  王宝国 《中国地质灾害与防治学报》2004,15(4):25-29

文章主要针对软弱夹层抗剪强度取值所存在的争议，通过对贵州新街子滑坡的软弱夹层分别选择比例极限、屈服极限及峰值作为剪应力值，采用最小二乘法获得比例抗剪强度、屈服抗剪强度和峰值抗剪强度。以参数选取中应用较为成熟的反分析方法推求力学性质参数c、φ值作为判据对以上3种参数进行比较。计算结果表明：本滑坡软弱夹层中由于含泥量较大，而且粘塑性较强，屈服抗剪强度和反分析得到的抗剪强度偏差最小，比例抗剪强度偏差最大，峰值抗剪强度居中。并以此3种抗剪强度进行天然状态下滑坡稳定性验算，结果表明选用比例极限抗剪强度与当前滑坡的地质现象不符，选用峰值极限抗剪强度安全储备较低，而选取屈服极限抗剪强度最为合理。用此参数进行设计，滑坡已经得到了良好的治理。在取值研究中认为采用试验与反分析相结合的方法确定滑坡稳定性计算参数是比较合理的。以上结论为滑坡中软弱夹层抗剪强度取值的选择提供了重要的依据。  相似文献   

GPS技术在滑坡监测中的应用   总被引：8，自引：0，他引：8  

李天文  吴琳  李家权 《山地学报》2004,22(6):713-718

探讨了应用GPS技术进行滑坡监测的原则和方法，结合向阳技校滑坡的实际监测资料对这一方法进行了论证。并通过对几年来观测数据的综合分析，得出了滑坡体位移的大小和方向和对该地区地表以及位于滑坡体上的建筑物造成的影响，提出了滑坡预测模型，进而利用该模型和监测数据对滑坡进行了预报，从而对该地区的防灾工作具有重要的意义，也为GPS技术在变形监测中的应用提供了重要的参考价值。  相似文献   

中国农情采样网络的组织与实施     

张磊  吴炳方  李强子 《遥感学报》2004,8(6):593-601

首先分析了农情采样网络建设所面临的问题 ,确定了中国农情采样网络的采样目的主要是农作物分类成数调查 ,并将全国划分为 9个采样片分别组织采样队伍进行农情采样的方案。从采样片划分及调整、农情采样队伍建设、农情采样内容、采样频次和采样时间 ,以及质量控制等角度讨论了农情采样网络的组织建设工作。从技术培训、督促、野外采样、室内汇总、质量检查和年终总结等方面介绍了中国农情采样网络的实施情况。实践证明 ,文中介绍的农情采样方案效率高 ,成本低 ,仅用 9个专业小组就完成了全国的农情采样工作 ,是一种符合中国国情的农情采样方案 ,有一定的推广价值。  相似文献   

基于二维直接线性变换的数字相机畸变模型的建立   总被引：10，自引：3，他引：10  

冯文灏  李建松  闫利 《武汉大学学报(信息科学版)》2004,29(3):254-258

提出并论证了基于二维直接线性变换的畸变的校正方法。本方法特别适用于各类固态摄像机(CCD、CID、PSD)的畸变模型的建立，以补偿各类像点系统误差。  相似文献   

Penny-shaped fractures revisited     

V. Grechka 《Studia Geophysica et Geodaetica》2005,49(3):365-381

All methods of seismic characterization of fractured reservoirs are based on effective media theories that relate geometrical and material properties of fractures and surrounding rock to the effective stiffnesses. In exploration seismology, the first-order theory of Hudson is the most popular. It describes the effective model caused by the presence of a single set of thin, aligned vertical fractures in otherwise isotropic rock. This model is known to be transversely isotropic with a horizontal symmetry axis (HTI). Following the theory, one can invert the effective anisotropy for the crack density and type of fluid infill of fractures, the quantities of great importance for reservoir appraisal and management.Here I compute effective media numerically using the finite element method. I deliberately construct models that contain a single set of vertical, ellipsoidal, non-intersecting and non-interconnected fractures to check validity of the first-order Hudson’s theory and establish the limits of its applicability. Contrary to conventional wisdom that Hudson’s results are accurate up to crack density e ≈ 0.1, I show that they consistently overestimate the magnitudes of all effective anisotropic coefficients ε^(V), δ^(V), and γ^(V). Accuracy of theoretically derived anisotropy depends on the type of fluid infill and typically deteriorates as e grows. While the theory gives | ε^(V)|, |δ^(V)|, |γ^(V)| and close to the upper bound of the corresponding numerically obtained values for randomly distributed liquid-filled fractures, theoretical predictions of ε^(V), δ^(V) are not supported by numerical computations when the cracks are dry. This happens primarily because the first-order Hudson’s theory makes no attempt to account for fracture interaction which contributes to the final result much stronger for gas- than for liquid-filled cracks. I find that Mori-Tanaka’s theory is superior to Hudson’s for all examined crack densities and both types of fluid infill.The paper was presented at the 11th International Workshop on Seismic Anisotropy (11IWSA) held in St. John’s, Canada in 2004.  相似文献   

GPS定位技术在福建地壳形变监测中的应用     

吴绍祖  傅再扬 《福建地震》2005,(1)

随着GPS观测及数据处理技术的发展,GPS定位技术在地球动力学方面的应用越来广泛,本文介绍国内外利用GPS定位技术在地球动力学方面的应用现状,着重介绍了GPS精密定位技术在福建地壳形变监测方面的应用现状和取得的初步成果。  相似文献