水电工程近景数字影像技术的研究及应用
|
摘要
近景影像技术是水电工程中不可缺少的地面遥感监测技术。在水工模型的水舌形态、水流流场、泥沙淤积等测定方面,在水工原型的泄洪口水流形态及消力池底板损蚀、大坝溢流面形态及磨蚀、各类闸门的静态及动态变形等监测方面,在水工建筑物建设中的复杂边坡、硐室、基坑的工程形态、位移变形等监测方面,近景影像技术可满足水电工程的设计、建设和运行阶段对快速、间接、动态量测技术的需求。随着数字化、信息化时代的到来,水电工程建设对影像信息技术有了更高的要求。近景数字影像技术被期望用于解决水电工程现场的快速信息获取、影像工程信息的自动处理、空间信息的可视化分析应用等技术难题。当前近景数字影像技术研究的重点集中在普通数码影像技术的研究和应用方面,针对上述亟待解决的问题,本文在下列方面开展研究,并取得了如下成果。
1.基于现代数字影像量测理论,研究了对普通数码相机的量测化并构建了适用于数码影像量测处理的各种算法,较好地解决了普通数码影像量测化应用的问题,并使精度可以达到目前普遍采用的非量测化应用方法的同等精度,使该项技术的工程适用性大为提高。
2.针对影响量测精度的关键算法进行了研究,提出了适合于普通数码影像定向的自检校相对定向新算法,有效地减小了定向后的上下视差残差,且使量测化数码影像相对定向建立的模型质量良好,相似性误差小于1/800。
3.提出了地面摄影影像的单像投影转绘概念,研究了地面摄影单像投影转绘的理论方法及作业精度,解决了相应的计算问题,成果为近景影像工程信息提取及表达提供了新的技术手段。论文还针对普通数码影像研究了立体匹配的特殊性,给出了新的匹配方法。
4.提出了选取控制点的透视变换畸变参数检测方法(PT方法),这是最早的基于二维控制场的数码相机畸变差检校方法。PT方法的参数解算过程降低了未知数之间的影响,计算收敛性更好,结果更优。成果将降低近景影像技术对光学量测相机的依赖程度,拓展数字影像技术的工程应用。
5.结合影像工程地质编录,系统地研究了数字影像工程信息处理理论方法,解决了水电工程应用中的影像工程坐标系建立、影像控制、物像投影变换、影像纠正、影像目标重建、影像空间量算、影像测控精度估计等有关的理论和方法问题。
6.研究并建立了全新的水电工程数字影像地质编录理论及技术方法体系,研究开发了数字影像地质编录信息系统。成果对变革水电工程建设中的工程地质编录方式,全面提高水电工程地质编录技术水平有极好的实际应用价值。
Close-Range photogrammetry is an indispensable means of ground remote sensing monitor technology in hydroelectric engineering. The features of close-range imagery technology, such as quickness, indirectness, dynamic measuring and so on, meet the needs of hydroelectric engineering during the design phase, construction phase, and running phase especially in the measurement of the hydraulic model's water nappe shape, water flow fields, sediment accumulation, and in the static and dynamic monitoring of hydraulic primary form's water flow shape in the sluice, the deterioration of stiller under boards, the shape and abrasion of great dam effluence area and various anchor gate and when monitoring the shape and the displacement deformation of complex slopes, the cavern and the foundation ditch in the hydraulic structure construction. As the arrival of digital and informative era, hydroelectric engineering has higher and higher requests for the imagery information technology. It is hoped that the close-range digital imagery technology can be used to solve such problems as quick information acquisition, the automatic procession of the project imagery information, and the application of visualized analyzing and so on. Nowadays in the research and application of close-range digital imagery technology, much stress is lay on the non-metric digital imagery. In order to solve the urged problem mentioned above, this paper makes some study and yields achievements as follows:1. Based on the theories of modern digital imagery measurement, some researches has been made on the calibration of non-metric digital camera and various algorithms fit for the measurement of digital imagery have been successfully constituted. Also, by solving the problem of the application of calibrated non-metric digital imagery, accuracy has been upgraded to the same level with the non-calibrated method generally applied these days, which has greatly increased its applicability in engineering.2. Having done some researches on the key algorithms affecting the measuring accuracy, a new self-calibration method of relative orientation has been put forwards. The new method not only can effectively reduce the post orientation vertical parallax but also can establish a good model after the relative orientation of calibrated digital imagery, and the analogy error is less than 1/800.3. The paper has put forwards the concept of single image projected repaint of ground imagery, also with its theory and the estimation of its functioning accuracy, and has solve the convergence problem. It yields some fruits that can help extract useful engineering information from close-range imagery, and also the representation of it. The peculiarity of stereo match of non-metric imagery and its matching methods has also been studied in this paper.4. After studied the conformation distortion model of non-metric digital imagery, a distortion parameter testing method based on perspective collineation of two dimensional controlling field (i.e. PT method) has been put forwards, which is the first distortion calibration method for digital cameras in two dimensional controlling field. The study indicates that the PT method for resolving the parameters reduced the co-relationship between unknown parameters, thus the calculating convergence is better and so does the result. The outcome result will reduce the probability the close-range technology relies on optical metric cameras, and will widen the applicability digital imagery technology used in engineering.5. Along with image geologic logging, the processing technology and method for digital imagery engineering information have also been systematically studied. It has resolved such key technology problems as the establishment of engineering coordinate system, picture control,
object-image projective transformation, image rectification, image target rebuilt, image space measurement, evaluation of image measure accuracy.6. A brand new system which is consists of digital image geologic logging theories and methods has been studied and put forwards in this paper. The development of Digital Image Geologic Logging Information System have been applied in a number of hydroelectric engineering and has good practical application value in bringing an revolution to the engineering geologic logging method in hydroelectric engineering construction and upgrading its logging technology level.
1.基于现代数字影像量测理论,研究了对普通数码相机的量测化并构建了适用于数码影像量测处理的各种算法,较好地解决了普通数码影像量测化应用的问题,并使精度可以达到目前普遍采用的非量测化应用方法的同等精度,使该项技术的工程适用性大为提高。
2.针对影响量测精度的关键算法进行了研究,提出了适合于普通数码影像定向的自检校相对定向新算法,有效地减小了定向后的上下视差残差,且使量测化数码影像相对定向建立的模型质量良好,相似性误差小于1/800。
3.提出了地面摄影影像的单像投影转绘概念,研究了地面摄影单像投影转绘的理论方法及作业精度,解决了相应的计算问题,成果为近景影像工程信息提取及表达提供了新的技术手段。论文还针对普通数码影像研究了立体匹配的特殊性,给出了新的匹配方法。
4.提出了选取控制点的透视变换畸变参数检测方法(PT方法),这是最早的基于二维控制场的数码相机畸变差检校方法。PT方法的参数解算过程降低了未知数之间的影响,计算收敛性更好,结果更优。成果将降低近景影像技术对光学量测相机的依赖程度,拓展数字影像技术的工程应用。
5.结合影像工程地质编录,系统地研究了数字影像工程信息处理理论方法,解决了水电工程应用中的影像工程坐标系建立、影像控制、物像投影变换、影像纠正、影像目标重建、影像空间量算、影像测控精度估计等有关的理论和方法问题。
6.研究并建立了全新的水电工程数字影像地质编录理论及技术方法体系,研究开发了数字影像地质编录信息系统。成果对变革水电工程建设中的工程地质编录方式,全面提高水电工程地质编录技术水平有极好的实际应用价值。
Close-Range photogrammetry is an indispensable means of ground remote sensing monitor technology in hydroelectric engineering. The features of close-range imagery technology, such as quickness, indirectness, dynamic measuring and so on, meet the needs of hydroelectric engineering during the design phase, construction phase, and running phase especially in the measurement of the hydraulic model's water nappe shape, water flow fields, sediment accumulation, and in the static and dynamic monitoring of hydraulic primary form's water flow shape in the sluice, the deterioration of stiller under boards, the shape and abrasion of great dam effluence area and various anchor gate and when monitoring the shape and the displacement deformation of complex slopes, the cavern and the foundation ditch in the hydraulic structure construction. As the arrival of digital and informative era, hydroelectric engineering has higher and higher requests for the imagery information technology. It is hoped that the close-range digital imagery technology can be used to solve such problems as quick information acquisition, the automatic procession of the project imagery information, and the application of visualized analyzing and so on. Nowadays in the research and application of close-range digital imagery technology, much stress is lay on the non-metric digital imagery. In order to solve the urged problem mentioned above, this paper makes some study and yields achievements as follows:1. Based on the theories of modern digital imagery measurement, some researches has been made on the calibration of non-metric digital camera and various algorithms fit for the measurement of digital imagery have been successfully constituted. Also, by solving the problem of the application of calibrated non-metric digital imagery, accuracy has been upgraded to the same level with the non-calibrated method generally applied these days, which has greatly increased its applicability in engineering.2. Having done some researches on the key algorithms affecting the measuring accuracy, a new self-calibration method of relative orientation has been put forwards. The new method not only can effectively reduce the post orientation vertical parallax but also can establish a good model after the relative orientation of calibrated digital imagery, and the analogy error is less than 1/800.3. The paper has put forwards the concept of single image projected repaint of ground imagery, also with its theory and the estimation of its functioning accuracy, and has solve the convergence problem. It yields some fruits that can help extract useful engineering information from close-range imagery, and also the representation of it. The peculiarity of stereo match of non-metric imagery and its matching methods has also been studied in this paper.4. After studied the conformation distortion model of non-metric digital imagery, a distortion parameter testing method based on perspective collineation of two dimensional controlling field (i.e. PT method) has been put forwards, which is the first distortion calibration method for digital cameras in two dimensional controlling field. The study indicates that the PT method for resolving the parameters reduced the co-relationship between unknown parameters, thus the calculating convergence is better and so does the result. The outcome result will reduce the probability the close-range technology relies on optical metric cameras, and will widen the applicability digital imagery technology used in engineering.5. Along with image geologic logging, the processing technology and method for digital imagery engineering information have also been systematically studied. It has resolved such key technology problems as the establishment of engineering coordinate system, picture control,
object-image projective transformation, image rectification, image target rebuilt, image space measurement, evaluation of image measure accuracy.6. A brand new system which is consists of digital image geologic logging theories and methods has been studied and put forwards in this paper. The development of Digital Image Geologic Logging Information System have been applied in a number of hydroelectric engineering and has good practical application value in bringing an revolution to the engineering geologic logging method in hydroelectric engineering construction and upgrading its logging technology level.
引文
[1] 刘志铭,方勇,张建慧,等.非量测数码相机在砼管片变形检测中的应用[J].测绘通报,2001(6):40—41
[2] Chandler J H. Measuring River-Bed Flume Morphology and Parameterising Bed Roughness with a Kodak D6S460 Digital Camera. International Archives of Photogrammetry and Remote Sensing, 2000, Vol. ⅩⅩⅩⅢ, Part B7: 250-257
[3] Butler J B. Assessment of DEM Quality for Characterising Surface Roughness using Close Range Digital Photogrammetry. Photogrammetric Record, 1998(16): 271-291
[4] Lane S n, Porfiri k, Chandler J h. Monitoring River Channel and Flume Surfaces with Digital Photogrammetry. ASCE Journal of Hydraulic Engineering, 2001(127): 871-877
[5] Butler J B. Through-Water Close-Range Digital Photogrammetry in Flume and Field Environments. Photogrammetric Record, 2002(17): 419-439
[6] 冯文灏.近景摄影测量—物体外形与运动状态的摄影法测定.武汉:武汉大学出版社,2002,152-155
[7] 曾卓乔,倪宇智,周庆红.数字化近景摄影测量系统的研制[J].四川测绘,1998,21(4):147-150
[8] 王永刚,卫保国.基于数码相机的图像采集系统[J].测控技术,2000,19(5):17-19
[9] 王人成,黄昌华,王季军,等.基于普通摄像机的人体运动信息检测系统[J].生物医学工程,1999,16(4)
[10] 黄醒春,寇新建,林林.用数码摄影测量法实现大型沉井可视化动态监测[J].上海交通大学学报,1999,33(6)
[11] 黄醒春,寇新建,徐张生.大型沉井施工过程的数字化摄影监测[J].岩土工程学报,1999,21(5)
[12] 寇新建,等.普通数码相机进行煤堆体积测量[J],勘测科学与技术,2000(1):45-48
[13] 于承新,徐芳,黄桂兰,刘友光.近景摄影测量在钢结构变形监测中的应用[J].山东建筑工程学院学报,2000(4):1-7
[14] 马国辉,等.监测深基坑的支护结构位移的新技术[J].岩石力学与工程学报,2001,20(2):252-256
[15] 寇新建,宋计棉,等.数字化摄影测量及其工程应用[J].大坝观测与土工测试,2001,25(1):33-35
[16] 贺跃光,王秀美,曾卓乔.数字化近景摄影测量系统及其应用[J].矿冶工程,2001,21(4):1-3
[17] 王秀美,贺跃光,曾卓乔.数字化近景摄影测量系统在滑坡监测中的应用[J].测绘通报,2002(2):28-30
[18] 王秀美,曾卓乔,数字摄影测量技术在森林调查中的应用研究[J].林业资源管理,2001(1)
[19] 费璟昊,李俊杰,李辉,等.利用图像处理实现隧洞断面测量[J].测绘通报,2002(1):21-22
[20] 陈清平,李爱善,洪亮,等.近景摄影测量技术在铁路桥隧设计中的应用[J].地理空间信息,2002,02(4):17-19
[21] 李冬田,滕红燕,李青禾.隧洞摄影施工地质编录的DTI方法[J].水利水电科技进展,2000,20(1)
[22] 李冬田,朱文胜,陈云长,等.隧洞摄影施工地质编录方法[J].工程地质,1996(2):80-83
[23] 李冬田,滕红燕,金诚铭,等.用数码相机进行隧洞施工地质编录[J].工程地质计算机应用,1998(1):17-18
[24] 李冬田.岩坡摄影地质测量与岩坡空间信息系统[J].河海大学学报,1999(1)
[25] 范中原.岩质高边坡勘测及监测技术方法研究[J].水力发电,1998(3)
[26] 张定国,范青松.三峡工程建基岩体彩色数字影像图的纠正技术[J].人民长江,1999,30(1):13-15
[27] 熊忠幼,胡瑞华.边坡摄像快速地质编录[J].水力发电,1998(2):27-29
[28] 高改萍,阎利,杨岚,等.摄影测量在洞室围岩地质成图编录中的应用[J].人民长江,2002,33(6):54-56
[29] 刘剑,黄东军.数字图像处理技术在工程地质编录中的应用[J].企业技术开发,2004,23(9):6-8
[30] 代福仲,李正前,石胜伟,等.隧道塌方自动报警系统[J].地质灾害与环境保护,2000,11(2):176-177
[31] 李浩,张友静,华锡生.硐室摄影地质编录原理及其精度(EI检索)[J].武汉大学学报(信息科学版),2002,(3):578-581
[32] 李浩,张友静,华锡生,杨彪.洞室数字摄影地质编录及其基本算法研究(EI检索)[J].武汉大学学报(信息科学版),2004,(9):805-809
[33] 杨彪,李浩.基于普通数码相机的DTM数据采集系统研究开发[J].工程勘察,2003,(6):50-54
[34] 杨林,李浩,闾国年.数码相机的一种检校方法[J].测绘通报,2004,(8):50-52
[35] 杨朝辉,李浩,杨林.数码相机可量测化的研制[J].测绘工程,2003,(2):34-37
[36] 杨林,李浩.数字影像投影转绘算法及其在地质编录中的应用[J].江苏测绘,2002,(4):30-33
[37] 李浩.神经网络在测绘图像处理中的应用—基于Hopfield模型的影像匹配[J].水利水电科技进展,2001,(中国水利勘测委员会学术研讨会专辑):139-141
[38] 李浩,华锡生,张友静.摄影地质编录的几何精度[J].煤炭学报,1999(国际矿山测量会议论文集):122-126
[39] 张友静,李浩,吴继敏.地下硐室工程地质编录信息系统开发应用[J].煤炭学报,1999(国际矿山测量会议论文集):51-54
[40] 张友静,李浩,吴继敏.基于数码相机的地质编录要素提取方法研究[J].水利水电科技 进展,2001,(中国水利勘测委员会学术研讨会专辑):136-138
[41] 刘新中,李浩.施工地质数码影像编录系统的开发与应用[J].工程地质计算机应用,2004,(4):1-6
[42] 何永健,李浩.基于可视化语言Delphi的二值图像边界跟踪算法改进及实现[J].中国水利水电市场,2004,(10):14-16
[43] 杨朝辉,宋浩军,陈才明,李浩.摄影地质编录系统中的数字图像处理[J].江苏测绘,2001,(3):15-18
[44] 李浩,张友静.单像对近景摄影测量若干方法的精度评价.水利水电科技进展[J],1996,(6):28-31
[45] 张友静,李浩,等.3S集成及其再水利工程中的应用.水利水电科技进展[J],1997,(5):24-28
[46] 李浩,张友静,吴继敏.用近景摄影测量方法进行边坡地质编录[J].工程地质计算机应用,1999,(2):18-21
[47] 李浩.基于数字化仪的单航片解析转绘的研究[J].河海大学学报,1996,(5):19-24
[48] 张友静,李浩,等.摄影地质快速编录的关键技术研究[J].水文地质工程地质,2003,(3)
[49] 杨朝辉,李浩.洞室正射影像展示图的生成[J].测绘信息与工程,2003,28(3):16-18
[50] 杨朝辉,李浩.基于数码影像的边坡三维可视化[J].地质与勘探,2004,40(6):95-97
[51] 杨彪.基于普通数字影像的近景摄影测量技术研究与应用[D].南京:河海大学,2004
[52] 陈才明,张雷,宋浩军,杨朝辉.数字地质编录中的产状量测[J].北京测绘,2002,18(1):11-14
[53] 魏永华,赵全麟.三峡高边坡变形监测摄影测量技术改进与实践[J].河海大学学报,1997,25(3):61-65
[54] 陈建华,潘庆林.灵山大佛数字近景摄影测量[J].工程勘察,1998,(5):51-54.
[55] Brown D C. Close-range camera calibration[J]. Photogrammetric Engineering, 1971 (37): 855-866
[56] Brown D C. Calibration of Close-range cameras[J]. Internationnal Archieves of Photogrammetric Engineering, 1972, 19(5)
[57] Sid-ahmed M A, Mohamed T Boraie. Dual camera calibration for 3-D machine vision metrology[J]. IEEE Transaction on Instrumentation and Measurement, 1990, 39 (3): 512-516
[58] 常本义.关于非量测数字相机内方位元素和像差的测定与改正[J].西安测绘研究所学报,1999,(2)
[59] Tsai R A. A versatile camera calibration technique for high accuracy 3-D machine vision using the off-the-shelf camera and the lenses[J]. IEEE J Robot Automat, 1998, RA-(3): 323-344
[60] 王书茂,白雅娟,周一鸣.人机界面空间几何位置的摄影测量[J].农业工程学报,1999(1)
[61] 冯文灏.关于近景摄影机检校的几个问题[J].测绘通报,2000(10):1-3
[62] 冯文灏,李建松,阎利.基于二维直接线性变换的数字相机畸变模型的建立[J].武汉大学学报(信息科学版),2004,29(3):254-257
[63] 程效军,胡敏捷.数字相机畸变差的检测[J].测绘学报,2002,31(增刊):113-117
[64] 程效军,胡敏捷.数字相机的检校[J].铁路航测,2001(4):12-14
[65] W. I. Grosky, and L. A. Tamburino. A unified approach to the linear camera calibration problem, IEEE trans. Pattern Analysis and Machine Intelligence. 12(7): 663-671, July 1990
[66] Heikkila, J. & Silven, O., A Four-step Camera Calibration Procedure with Implicit Image Correction, IEEE Computer Society Conference on Computer Vision and Pattern Recognition (CUPR' 97), San Juan, Puerto Rico, (99)
[67] Sunil K Kopparapu and Peter Corke, The Effect of Measurement Noise on Intrinsic Camera Calibration Parameters, International Conference on Rebotics and Automation, ICRA 99
[68] L. P. Mcnamee, and H. J. W. Spoelder, Photogrammetric Calibration of a Mobile Robot Model, Proc. IMTC/2001, IEEE Instrum Meas. Technol. Conf., PP 245-250, Budapest, Hungary, May 2001
[69] N. Roy, S. Thrun, Online Self-Calibration for Mobile Roboats, Proceedings of the IEEE International Conference on Robotics and Automation (ICRA), 1999
[70] Juyang Weng, Paul Cohen, Marc Herniou, Camera Calibration with Distortion Models and Accuracy Evaluation, IEEE Transactions on Pattern Analysis and Machine Intelligence, Vol. 14, No. 10, 1992, 965-980
[71] Clarke T A, Wang X. The Principal Point and COD Cameras. Photogrammetric Rocord, 1998, 16(92): 293-311
[72] Clarke T A, Fryer J G. The Development of Camera Calibration Methods and Models. Photogrammetric Record, 1998, 16(91): 51-65
[73] Shortis M R, Robson S. Principal Point Behaviour and Calibration Parameter Models for KODAK Des Cameras. Photogrammetric Record, 1998, 16(92): 165-185
[74] Chibunichev A. Algorithms of Digital Target Location and There Investigations. International Archives of Photogrammetric and Sensing, 1992, 29(B5): 686-693
[75] Fraser C S. Innovations in Automation for Vision Metrology Systems. International Archives of Photogrammetry and Remote Sensing, 1992, 29(85): 901-911
[76] L. Lucchese, S. K. Mitra. Using Saddle Points for Subpixel Feature Detection in Camera Calibration Targets [C], Proc. of the 2002 Asia Pacific Conference on Circuits and Systems, Singapore, Dec. 16-18, 2002
[77] L. Lucchese, "Geometric Calibration of Digital Cameras. Part Ⅱ: Internal and External Geometry From Multi-View Alignment" [J], Proc. of the 3rd IASTED Int' 1 Conf. on Visualization, Imaging, and Image Processing (VIIP 2003), Benalm' adena, Spain, Sept. 2003
[78] L. Lucchese, "Estimating the Pose and Focal Length of a Camera from the Perspective Projection of a Planar Calibration Plate"[J], Proc. of the 9th IASTED Int' 1 Conf. on Signal and Image Processing (SIP 2003), Honolulu, Hawaii, Aug. 2003.
[79] ZHANG Yong-jun, ZHANG Zu-xun, ZHANG Jianqing. Camera Calibration Using 2D-DLT and Bundle Adjustment[J]. Geomatics and Information Science of Wuhan University, 2002, 27(6): 566-571
[80] 张勤.岩土工程地质学[M].南京:河海大学出版社,1999.27-31
[81] 张祖勋,张剑清.数字摄影测量学[M].武汉:武汉测绘科技大学出版社,1997
[82] Toni Schenk. Digital Photogrammetry[M]. America: TerraScience
[83] 汤国安,龚健雅,等.数字高程模型地形描述精度量化模拟研究[J].测绘学报,2001,30(4):361-363
[84] 冯文灏,李欣,等.近景摄影测量用于直接生成塑像施工图纸[J].测绘学报,2001,30(2):127-128
[85] 张迁,刘政凯,等.基于SUSAN算法的航空影像的自动配准[J].测绘学报,2003,32(3):245-246
[86] 卢秀山,冯尊德,王东,等.数码相机检校中的病态性及其解决措施[J].武汉大学学报,(信息科学版),2003,28(特刊):44-47
[87] W I Grosky, L A Tamburino. A Unified Approach to the linear Camera Calibration Problem. IEEE Tram Pattern Analysis and Machine Intelligence, 1990, 12(7): 663-671
[88] 冯文灏,李建松,等.基于数码相机的孔群定位与数控钻孔[J].测绘学报,2003,32(3):229-231
[89] 刘学军,龚健雅,等.基于DEM坡度坡向算法精度的分析研究[J].测绘学报,2004,33(3):258-260
[90] Challis J H, Kerwin D G. Accuracy assessment and control point configuration when using the DLT for photogrammetry[J]. J Biom echanics, 1992, 25(9): 1053-1058
[91] Beyer H A. Design and performance of a metrology cameras with 6 and 28 million pixel CCD-sensors[A]. Proceedings of SPIE[C]. The International Society for Optical Engineering. 1999, 20(2): 194-198
[92] 盛业华,等.矿山地表坍陷区的数字近景摄影测量检测技术[J].中国矿业大学学报,2003,32(4):411-415
[93] 张永军,刘经南,张租勋,等.基于非量测CCD摄像机的钣金件误差检测[J].测绘学报,2004,33(2):132-137
[94] 王任享,胡莘,杨俊峰,等.卫星摄影测量LMCCD相机的建议[J].测绘学报,2004,33(2):116-120
[95] 王光霞,朱长青,史文中,等.数字高程模型地形描述精度的研究[J].测绘学报,2004,33 (2):168-173
[96] 任伟中,寇新建,凌浩美.数字化近景摄影测量在模型试验变形中的应用[J].岩土力学与工程学报,2004,23(3):436-440
[97] 于君明,黄小波.基于数码相机立体像对的物体3维信息快速获取方法[J].测绘学院学报,2002,(12):276-279
[98] 杨朝辉,多重交向式数字近景摄影测量系统的研制[J].工程勘察,2003(05):54-56.
[99] 冯文灏.《近景摄影测量》物体外形与运动状态的摄影法测定[M].武汉:武汉大学出版社,2002
[100] 寇新建,宋计棉.数字化摄影测量及其工程应用[J].大坝观测与土工测试,2001,25(1):33-35
[101] 斐亮,胡仲良.近景摄影测量监测网的建立及其数据处理[J].测绘工程,1999,8(1):49-54
[102] 冯文灏.近景摄影测量的基本技术提要[J].测绘科学,2000,25(4):26～30.
[103] 张永军,张祖勋,张剑清.利用二维DLT及光束法平差进行数字摄像机标定[J].武汉大学学报,2002,(3):566—570
[104] 李德仁.摄影测量与遥感的现状及发展趋势[J],武汉测绘科技大学学报,2000,25(1)
[105] 万发贯,等.遥感图像数字处理[M].武汉:华中理工大学出版社,1991
[106] 黄文莉,等.镶嵌图像上拼接缝的消除方法[J].测绘学院学报,17(1)
[107] 陆兆溱.工程地质学[M].北京:水利电力出版社,1989
[108] 李志林,朱庆.数字高程模型[M].武汉:武汉测绘科技大学出版社,2000
[109] 曹代勇,等.地质构造三维可视化模型探讨[J].地质与勘探,37(4)
[110] 姜大志,孙闵,刘淼,等.数码相机标定方法研究[J].南京航空航天大学学报,2001(1):55-59
[111] 王能斌.数据库系统原理[M].电子工业出版社,2001
[112] 唐新明,等.基于等高线和高程点建立DEM的精度评价方法探讨[J].遥感信息,1999,55(3)
[113] 冯文灏.近景摄影测量的控制[J].武汉测绘科技大学学报,2000,25(5)
[114] 魏明果,等.普通数码相机数字摄影测量的数理模型研究[J].武汉水利电力大学(宜昌)学报,2000(6)
[115] 戴晨光,等.基于数字摄影测量的虚拟地形生成技术[J].测绘工程,1999,8(3)
[116] Chen Tianen. Determination of Camera Orientation Parameters Based on Line Features[J]. International Archives of Photogrammetry and Remote Sensing. Vol. ⅩⅩⅩ11, Part 5, Hakadate 1998
[117] 郭术义,等.立体摄影测量系统的现状与进展[J].北京机械工业学院学报,1999(1).
[118] 王永刚.基于数码相机的图像采集系统[J].测控技术,2000,19(5)
[119] 郝延锦,等.矿山可视化技术关键问题探讨[J].东北测绘,2000(2)
[120] 管业鹏,等.基于数码相机的三维物体空间几何位置的摄影测量[J].电子学报,2002(6)
[121] 邬伦,等.地理信息系统原理、方法和应用[M].北京:科学出版社,2001
[122] 陈述彭,周成虎,等.地理信息系统导论[M].北京:科学出版社,2000
[123] 吴信才,等.地理信息系统设计与实现[M].电子工业出版社,2002
[124] 徐开礼,等.编录构造地质学[M].北京:地质出版社,1984
[125] 王秀鸽,李五星,等.带约束条件的DLT算法[J].解放军测绘学院学报,1998(2):109—112
[126] 赵西安,等.古建筑保护与数字图像技术[J].西安建筑科技大学学报,1999(1)
[127] 王丰元,等.计算机视觉摄影测量三维控制场设计[J].农业机械学报,1998,29(3)
[128] 王书茂.人机界面空间几何位置的摄影测量[J].农业工程学报,1999(1)
[129] 杨年峰,王季军,黄昌华等.直接线性变换法中标定对三维重构精度的影响[J].清华大学学报,2000(4):24-27
[130] 孙仲康,沈振康.数字图象处理及其应用[M].国防工业出版社,1985
[131] 潘爱民.COM原理与应用[M].北京:清华大学出版社,1999
[132] 周振红,等.运用组件编程模型创建软组件[J].武汉:武汉大学学报,2001
[133] Francesco Balena.Visual Basic 6编程技术大全[M].机械工业出版社.2000
[134] Abdel-Aziz, Y I, H M Karara. Phtogrammetric Potentials of Non-Metric Cameras [J]. Photogrammetry Series. No. 36, 1974: 46-51
[135] McCormick B H, Defanti T A, Brown M D eds. Special Issue on Visualization in Scientific Computing []]. SIGRAPH Computer Graphics, 1987, 21(6): 1-14
[136] Barker R D, Lawrence H J. Use of terrestrial photo-grammetry for monitoring and measuring bank erosion[J]. Earth Surface Processes and Landforms, 1997, 22(13) 1217-1227
[137] Allan A L. ASimple Control System for the Photogrammetric Survey of A Tree [J] Survey Review, 1998, 34(267): 373-403
[138] Baltsavias P E. Multi-Photo Geometrically Constraint Matching[D]. ETH Zurich, 1991
[139] Norihiko Nakano, et al. Digital Still Camera System for Megapixel CCD [J]. IEEE Transaction on Consumer Electronics, 1998, 44(3): 581-586
[140] Shortis M. R. and etc. Principal Point Behaviour and Calibration Parameter Models for Kodak DCS Cameras. The Photogrammetric Record, 1998(10)
[141] Henrik Hagger n. Photogrammetric machine vision [J].Optic and Lasers in Engineering, 1989(10): 265-285
[142] Henrik Haggr n. On-line and off-line application of photogrammetric stations [J]. Computer Vision Industry, SPIE, 1993, 1989: 375-381
[143] Wong K W, Ke Ying, Michael Lew et al. Three-dimensional gaging with stereo computer vision[J]. Industry Vision Metrology, SPIE, 1991, 1526: 17-25
[144] A Fisher, T. Kolbe, F. Lang. Integration of 2D and 3Dreasoning for building recon struction in workshop on semantic modeling for the acquisition of topographic information from images and maps. Bonn Greman, 1997
[145] R. Hartley and A. Zisserman. Multiple View Geometry in Computer Vision [M]. Cambridge University Press, 2000
[146] Wei G Q, Ma S D. Implicit and explicit camera calibration: theory and experiment[J]. IEEE Trans Pattern Recoginition and Machine Intelligence, 1994,16(5):469-480
[147] Triggs B. Autocalibration from Planar Scenes. 1998 European Conference on computer Vision, Freibug, 1998
[148] Robson S., Shortis M. R.. Practical Influences of Geometric and Radiometric Image Quality Provided by Different Digital Camera Systems. The Photogrammetric Record, 1998(8)
[149] 冯文灏,王明远,宣家斌.普通照相机在近景摄影测量中的应用.测绘通报,1997(2).
[150] 龚涛.顾及可靠性与精度的近景摄影测量控制点优化设计[J].解放军测绘学院学报,1998(4):270-273
[151] HEUVEL F A. A Line-photogrammetry Mathematical Model for the Reconstruction of Polyhedral Objects [A]. Proceedings of SPIE [C]. [s. 1.]:[s.n.], 1999, 3641: 60-71
[152] ZHANG Yong-jun, ZHANG Zu-xun, ZHANG Jianqing, et al. Photogrammetric Reconstruction of Arcs and Lines Based on One Dimensional Point Template Matching[A]. 6th Conference on Optical 3D Measurement Techniques [C]. Zurich:[s.n.], 2003, 315-321
[153] 邹峥嵘.附加制约条件的DLT解法对控制点分布的容忍性[J].北京测绘,1995(4):29-31
[154] 李德仁,等.CCD阵列相机的几何标定.武汉大学测绘学报,1997(4)
[155] 张艳珍.一种基于斜率的摄像机畸变校正方法.小型微型计算机系统,2002(5)
[156] 姜大志,等.计算机视觉中的设备标定和三维图像重构概述[J].计算机工程与应用,2001(3)
[157] 雷玉堂,等.CCD摄像机的误差及其检校.光学与光电技术,2004(4)
[158] Ventura A D, Pampini A, Schettini R. Image registration by recognition of corresponding structures. IEEE trans, on Geosci. Remote Sensing, 1990, 28(3): 305-313
[159] THIBAULT D, GOLD C M. Terrain Reconstruction from Contours by Skeleton Construction [A]. Proceedings of ISPRS Workshop on Dynamic and Multi-Dimensional GIS [C]. Beijing: Publishing House of Surveying & Mapping, 1999, 23-28
[160] TANG G A. A Research on the Accuracy of Digital Elevation Models [M]. Beijing: Scicence Press, 2000, 132-148
[161] Zheng Q, Chellappa R. A computational vision approach to image registration. IEEET Trans, Image Processing, 1993, 2(3): 311-326
[162] Lee H J, Lei WL. Region matching and depth finding for 3D objects stereo photographs, Pattern Recognition, 1990, 23(1/2): 81-94
[163] Hsieh Y C, Mckeown D Metal. Perfor marion evalution of scene registration and stero matching for cartographic feature extration, IEEE Trans. On PAMI, 1992, 14(2): 214-238
[164] Stephen J Masybank, Olivier D Faugeras. A theory of self-calibration of amoving camera, lnt. Journal of Computer, 1992, 8(2): 123-151
[165] BOLSTAD P V, STOWE T J. An Evaluation of DEM Accuracy: Elevation, Slope and Aspect [J]. Photogrammetric Engineering and Remote Sensing, 1994, 60: 1327-1332
[166] 胡安文.基于近景数字摄影测量的飞机表面模型重建.地理空间信息,2004(12)
[167] 于晶涛.数字相机在工业零件检测中的应用.应用技术,2001(3)
[168] TANG G. A Research on the Accuracy of Digital Elevation Models [M]. Beijing: Science Press, 2000
[169] J.-Angelo Beraldin, F. Blais, P. Boulanger, L. Cournoyer, J. Domey, S. F. El-Hakim, G. Godin, M. Rioux, J. Taylor. Real world modelling through high resolution digital 3D imagingof objects and structures [J], ISPRS Journal of Photogrammetry & Remote Sensing 2000(55): 230-250
[170] 吴正春.地面摄影DTM在工程地质中的应用.西安地质学院学报,1994(6)
[171] Chen F J. Application of Least-Squares Adjustment Technique to Geometric Camera Calibration and photogrammetric Flow Visualization. ISA 43rd Intrrnational Instrumentation Symposium, Orlando, 1997
[172] 贾盛举,等.数字近景摄影测量在工业检测中的应用.测绘通报,2002,31(13)
[173] Hanke K, Ebrahim M A. The digital projector raytracing as a tool for digital close Range photogrammetry[J]. Journal of Photogrammetry and Remote Sensing, 1999, 54(1)—40
[174] 苍桂华,李浩.附加条件对普通数码影像DLT算法精度影响[J].测绘工程,2005(1):37—40
[175] 赵湘伟,李浩,唐华.小区物业管理系统实现方法探讨[J],武汉大学学报,2003,(增刊):50—53
[176] 杨立君,李浩.数字地质编录中坡面展示影像图的制作研究[J],中国水利水电市场,2004(11)
[177] 杨朝辉,基于MapInfo洞室施工地质快速编录系统的研制[J].苏州科技学院学报,2003,16(3):77-81
[178] 王勇毅.GIS与地质图制作[J].地质与勘探,2000,36(1):44—47
[179] 保文星,虞鹤松,林卫公.基于普通数码相机的影像匹配技术[J].测绘工程,2003,(2):30—33
[180] 李德仁,郑肇葆.解析摄影测量学[M].北京:测绘出版社,1992
[181] 徐青.地形三维可视化技术[M].北京:测绘出版社,2000
[182] 龙泽斌.几何变换.长沙:湖南科学技术出版社,1984
[183] BARTOS, P.. Photogrammetric Methods of Deformation Measurements of Hydrotechnical Works. In: Measuring, Monitoring and Assessment of Deformation and Hydrotechnical Works, Gabcikovo, 95-100 (in Slovak)
[184] FRASTIA, M.-BARTOS, P.-OREGON, V.. Photogrammetric Assessment of the Stability of Vyhne Cliff. In: Design of Deformation Models for Building Construction and Geology. Slovakia, Kocovce, Department of Surveying, Faculty of Civil Engineering, SUT Bratislava, 2000, 19-28
[185] KOPACIK, A.. Practical Education in Engineering Surveying at Water Power Plants. In: Measurement, Monitoring and Data Processing of Water Construction Deformations. Slovakia, Gabcikovo, Slovak Union of Surveyors, 2000, 35-40 (in Slovak)
[187] STANEK, V. - BEnAK, M. : History of Survey Measurements of Displacement of Water Structures. In: Measurement, Monitoring and Processing of Displacements at Water Power Plants. Slovakia, Gabcikovo, Slovak Union of Surveyors, 2000, 7-14 (in Slovak)
[2] Chandler J H. Measuring River-Bed Flume Morphology and Parameterising Bed Roughness with a Kodak D6S460 Digital Camera. International Archives of Photogrammetry and Remote Sensing, 2000, Vol. ⅩⅩⅩⅢ, Part B7: 250-257
[3] Butler J B. Assessment of DEM Quality for Characterising Surface Roughness using Close Range Digital Photogrammetry. Photogrammetric Record, 1998(16): 271-291
[4] Lane S n, Porfiri k, Chandler J h. Monitoring River Channel and Flume Surfaces with Digital Photogrammetry. ASCE Journal of Hydraulic Engineering, 2001(127): 871-877
[5] Butler J B. Through-Water Close-Range Digital Photogrammetry in Flume and Field Environments. Photogrammetric Record, 2002(17): 419-439
[6] 冯文灏.近景摄影测量—物体外形与运动状态的摄影法测定.武汉:武汉大学出版社,2002,152-155
[7] 曾卓乔,倪宇智,周庆红.数字化近景摄影测量系统的研制[J].四川测绘,1998,21(4):147-150
[8] 王永刚,卫保国.基于数码相机的图像采集系统[J].测控技术,2000,19(5):17-19
[9] 王人成,黄昌华,王季军,等.基于普通摄像机的人体运动信息检测系统[J].生物医学工程,1999,16(4)
[10] 黄醒春,寇新建,林林.用数码摄影测量法实现大型沉井可视化动态监测[J].上海交通大学学报,1999,33(6)
[11] 黄醒春,寇新建,徐张生.大型沉井施工过程的数字化摄影监测[J].岩土工程学报,1999,21(5)
[12] 寇新建,等.普通数码相机进行煤堆体积测量[J],勘测科学与技术,2000(1):45-48
[13] 于承新,徐芳,黄桂兰,刘友光.近景摄影测量在钢结构变形监测中的应用[J].山东建筑工程学院学报,2000(4):1-7
[14] 马国辉,等.监测深基坑的支护结构位移的新技术[J].岩石力学与工程学报,2001,20(2):252-256
[15] 寇新建,宋计棉,等.数字化摄影测量及其工程应用[J].大坝观测与土工测试,2001,25(1):33-35
[16] 贺跃光,王秀美,曾卓乔.数字化近景摄影测量系统及其应用[J].矿冶工程,2001,21(4):1-3
[17] 王秀美,贺跃光,曾卓乔.数字化近景摄影测量系统在滑坡监测中的应用[J].测绘通报,2002(2):28-30
[18] 王秀美,曾卓乔,数字摄影测量技术在森林调查中的应用研究[J].林业资源管理,2001(1)
[19] 费璟昊,李俊杰,李辉,等.利用图像处理实现隧洞断面测量[J].测绘通报,2002(1):21-22
[20] 陈清平,李爱善,洪亮,等.近景摄影测量技术在铁路桥隧设计中的应用[J].地理空间信息,2002,02(4):17-19
[21] 李冬田,滕红燕,李青禾.隧洞摄影施工地质编录的DTI方法[J].水利水电科技进展,2000,20(1)
[22] 李冬田,朱文胜,陈云长,等.隧洞摄影施工地质编录方法[J].工程地质,1996(2):80-83
[23] 李冬田,滕红燕,金诚铭,等.用数码相机进行隧洞施工地质编录[J].工程地质计算机应用,1998(1):17-18
[24] 李冬田.岩坡摄影地质测量与岩坡空间信息系统[J].河海大学学报,1999(1)
[25] 范中原.岩质高边坡勘测及监测技术方法研究[J].水力发电,1998(3)
[26] 张定国,范青松.三峡工程建基岩体彩色数字影像图的纠正技术[J].人民长江,1999,30(1):13-15
[27] 熊忠幼,胡瑞华.边坡摄像快速地质编录[J].水力发电,1998(2):27-29
[28] 高改萍,阎利,杨岚,等.摄影测量在洞室围岩地质成图编录中的应用[J].人民长江,2002,33(6):54-56
[29] 刘剑,黄东军.数字图像处理技术在工程地质编录中的应用[J].企业技术开发,2004,23(9):6-8
[30] 代福仲,李正前,石胜伟,等.隧道塌方自动报警系统[J].地质灾害与环境保护,2000,11(2):176-177
[31] 李浩,张友静,华锡生.硐室摄影地质编录原理及其精度(EI检索)[J].武汉大学学报(信息科学版),2002,(3):578-581
[32] 李浩,张友静,华锡生,杨彪.洞室数字摄影地质编录及其基本算法研究(EI检索)[J].武汉大学学报(信息科学版),2004,(9):805-809
[33] 杨彪,李浩.基于普通数码相机的DTM数据采集系统研究开发[J].工程勘察,2003,(6):50-54
[34] 杨林,李浩,闾国年.数码相机的一种检校方法[J].测绘通报,2004,(8):50-52
[35] 杨朝辉,李浩,杨林.数码相机可量测化的研制[J].测绘工程,2003,(2):34-37
[36] 杨林,李浩.数字影像投影转绘算法及其在地质编录中的应用[J].江苏测绘,2002,(4):30-33
[37] 李浩.神经网络在测绘图像处理中的应用—基于Hopfield模型的影像匹配[J].水利水电科技进展,2001,(中国水利勘测委员会学术研讨会专辑):139-141
[38] 李浩,华锡生,张友静.摄影地质编录的几何精度[J].煤炭学报,1999(国际矿山测量会议论文集):122-126
[39] 张友静,李浩,吴继敏.地下硐室工程地质编录信息系统开发应用[J].煤炭学报,1999(国际矿山测量会议论文集):51-54
[40] 张友静,李浩,吴继敏.基于数码相机的地质编录要素提取方法研究[J].水利水电科技 进展,2001,(中国水利勘测委员会学术研讨会专辑):136-138
[41] 刘新中,李浩.施工地质数码影像编录系统的开发与应用[J].工程地质计算机应用,2004,(4):1-6
[42] 何永健,李浩.基于可视化语言Delphi的二值图像边界跟踪算法改进及实现[J].中国水利水电市场,2004,(10):14-16
[43] 杨朝辉,宋浩军,陈才明,李浩.摄影地质编录系统中的数字图像处理[J].江苏测绘,2001,(3):15-18
[44] 李浩,张友静.单像对近景摄影测量若干方法的精度评价.水利水电科技进展[J],1996,(6):28-31
[45] 张友静,李浩,等.3S集成及其再水利工程中的应用.水利水电科技进展[J],1997,(5):24-28
[46] 李浩,张友静,吴继敏.用近景摄影测量方法进行边坡地质编录[J].工程地质计算机应用,1999,(2):18-21
[47] 李浩.基于数字化仪的单航片解析转绘的研究[J].河海大学学报,1996,(5):19-24
[48] 张友静,李浩,等.摄影地质快速编录的关键技术研究[J].水文地质工程地质,2003,(3)
[49] 杨朝辉,李浩.洞室正射影像展示图的生成[J].测绘信息与工程,2003,28(3):16-18
[50] 杨朝辉,李浩.基于数码影像的边坡三维可视化[J].地质与勘探,2004,40(6):95-97
[51] 杨彪.基于普通数字影像的近景摄影测量技术研究与应用[D].南京:河海大学,2004
[52] 陈才明,张雷,宋浩军,杨朝辉.数字地质编录中的产状量测[J].北京测绘,2002,18(1):11-14
[53] 魏永华,赵全麟.三峡高边坡变形监测摄影测量技术改进与实践[J].河海大学学报,1997,25(3):61-65
[54] 陈建华,潘庆林.灵山大佛数字近景摄影测量[J].工程勘察,1998,(5):51-54.
[55] Brown D C. Close-range camera calibration[J]. Photogrammetric Engineering, 1971 (37): 855-866
[56] Brown D C. Calibration of Close-range cameras[J]. Internationnal Archieves of Photogrammetric Engineering, 1972, 19(5)
[57] Sid-ahmed M A, Mohamed T Boraie. Dual camera calibration for 3-D machine vision metrology[J]. IEEE Transaction on Instrumentation and Measurement, 1990, 39 (3): 512-516
[58] 常本义.关于非量测数字相机内方位元素和像差的测定与改正[J].西安测绘研究所学报,1999,(2)
[59] Tsai R A. A versatile camera calibration technique for high accuracy 3-D machine vision using the off-the-shelf camera and the lenses[J]. IEEE J Robot Automat, 1998, RA-(3): 323-344
[60] 王书茂,白雅娟,周一鸣.人机界面空间几何位置的摄影测量[J].农业工程学报,1999(1)
[61] 冯文灏.关于近景摄影机检校的几个问题[J].测绘通报,2000(10):1-3
[62] 冯文灏,李建松,阎利.基于二维直接线性变换的数字相机畸变模型的建立[J].武汉大学学报(信息科学版),2004,29(3):254-257
[63] 程效军,胡敏捷.数字相机畸变差的检测[J].测绘学报,2002,31(增刊):113-117
[64] 程效军,胡敏捷.数字相机的检校[J].铁路航测,2001(4):12-14
[65] W. I. Grosky, and L. A. Tamburino. A unified approach to the linear camera calibration problem, IEEE trans. Pattern Analysis and Machine Intelligence. 12(7): 663-671, July 1990
[66] Heikkila, J. & Silven, O., A Four-step Camera Calibration Procedure with Implicit Image Correction, IEEE Computer Society Conference on Computer Vision and Pattern Recognition (CUPR' 97), San Juan, Puerto Rico, (99)
[67] Sunil K Kopparapu and Peter Corke, The Effect of Measurement Noise on Intrinsic Camera Calibration Parameters, International Conference on Rebotics and Automation, ICRA 99
[68] L. P. Mcnamee, and H. J. W. Spoelder, Photogrammetric Calibration of a Mobile Robot Model, Proc. IMTC/2001, IEEE Instrum Meas. Technol. Conf., PP 245-250, Budapest, Hungary, May 2001
[69] N. Roy, S. Thrun, Online Self-Calibration for Mobile Roboats, Proceedings of the IEEE International Conference on Robotics and Automation (ICRA), 1999
[70] Juyang Weng, Paul Cohen, Marc Herniou, Camera Calibration with Distortion Models and Accuracy Evaluation, IEEE Transactions on Pattern Analysis and Machine Intelligence, Vol. 14, No. 10, 1992, 965-980
[71] Clarke T A, Wang X. The Principal Point and COD Cameras. Photogrammetric Rocord, 1998, 16(92): 293-311
[72] Clarke T A, Fryer J G. The Development of Camera Calibration Methods and Models. Photogrammetric Record, 1998, 16(91): 51-65
[73] Shortis M R, Robson S. Principal Point Behaviour and Calibration Parameter Models for KODAK Des Cameras. Photogrammetric Record, 1998, 16(92): 165-185
[74] Chibunichev A. Algorithms of Digital Target Location and There Investigations. International Archives of Photogrammetric and Sensing, 1992, 29(B5): 686-693
[75] Fraser C S. Innovations in Automation for Vision Metrology Systems. International Archives of Photogrammetry and Remote Sensing, 1992, 29(85): 901-911
[76] L. Lucchese, S. K. Mitra. Using Saddle Points for Subpixel Feature Detection in Camera Calibration Targets [C], Proc. of the 2002 Asia Pacific Conference on Circuits and Systems, Singapore, Dec. 16-18, 2002
[77] L. Lucchese, "Geometric Calibration of Digital Cameras. Part Ⅱ: Internal and External Geometry From Multi-View Alignment" [J], Proc. of the 3rd IASTED Int' 1 Conf. on Visualization, Imaging, and Image Processing (VIIP 2003), Benalm' adena, Spain, Sept. 2003
[78] L. Lucchese, "Estimating the Pose and Focal Length of a Camera from the Perspective Projection of a Planar Calibration Plate"[J], Proc. of the 9th IASTED Int' 1 Conf. on Signal and Image Processing (SIP 2003), Honolulu, Hawaii, Aug. 2003.
[79] ZHANG Yong-jun, ZHANG Zu-xun, ZHANG Jianqing. Camera Calibration Using 2D-DLT and Bundle Adjustment[J]. Geomatics and Information Science of Wuhan University, 2002, 27(6): 566-571
[80] 张勤.岩土工程地质学[M].南京:河海大学出版社,1999.27-31
[81] 张祖勋,张剑清.数字摄影测量学[M].武汉:武汉测绘科技大学出版社,1997
[82] Toni Schenk. Digital Photogrammetry[M]. America: TerraScience
[83] 汤国安,龚健雅,等.数字高程模型地形描述精度量化模拟研究[J].测绘学报,2001,30(4):361-363
[84] 冯文灏,李欣,等.近景摄影测量用于直接生成塑像施工图纸[J].测绘学报,2001,30(2):127-128
[85] 张迁,刘政凯,等.基于SUSAN算法的航空影像的自动配准[J].测绘学报,2003,32(3):245-246
[86] 卢秀山,冯尊德,王东,等.数码相机检校中的病态性及其解决措施[J].武汉大学学报,(信息科学版),2003,28(特刊):44-47
[87] W I Grosky, L A Tamburino. A Unified Approach to the linear Camera Calibration Problem. IEEE Tram Pattern Analysis and Machine Intelligence, 1990, 12(7): 663-671
[88] 冯文灏,李建松,等.基于数码相机的孔群定位与数控钻孔[J].测绘学报,2003,32(3):229-231
[89] 刘学军,龚健雅,等.基于DEM坡度坡向算法精度的分析研究[J].测绘学报,2004,33(3):258-260
[90] Challis J H, Kerwin D G. Accuracy assessment and control point configuration when using the DLT for photogrammetry[J]. J Biom echanics, 1992, 25(9): 1053-1058
[91] Beyer H A. Design and performance of a metrology cameras with 6 and 28 million pixel CCD-sensors[A]. Proceedings of SPIE[C]. The International Society for Optical Engineering. 1999, 20(2): 194-198
[92] 盛业华,等.矿山地表坍陷区的数字近景摄影测量检测技术[J].中国矿业大学学报,2003,32(4):411-415
[93] 张永军,刘经南,张租勋,等.基于非量测CCD摄像机的钣金件误差检测[J].测绘学报,2004,33(2):132-137
[94] 王任享,胡莘,杨俊峰,等.卫星摄影测量LMCCD相机的建议[J].测绘学报,2004,33(2):116-120
[95] 王光霞,朱长青,史文中,等.数字高程模型地形描述精度的研究[J].测绘学报,2004,33 (2):168-173
[96] 任伟中,寇新建,凌浩美.数字化近景摄影测量在模型试验变形中的应用[J].岩土力学与工程学报,2004,23(3):436-440
[97] 于君明,黄小波.基于数码相机立体像对的物体3维信息快速获取方法[J].测绘学院学报,2002,(12):276-279
[98] 杨朝辉,多重交向式数字近景摄影测量系统的研制[J].工程勘察,2003(05):54-56.
[99] 冯文灏.《近景摄影测量》物体外形与运动状态的摄影法测定[M].武汉:武汉大学出版社,2002
[100] 寇新建,宋计棉.数字化摄影测量及其工程应用[J].大坝观测与土工测试,2001,25(1):33-35
[101] 斐亮,胡仲良.近景摄影测量监测网的建立及其数据处理[J].测绘工程,1999,8(1):49-54
[102] 冯文灏.近景摄影测量的基本技术提要[J].测绘科学,2000,25(4):26～30.
[103] 张永军,张祖勋,张剑清.利用二维DLT及光束法平差进行数字摄像机标定[J].武汉大学学报,2002,(3):566—570
[104] 李德仁.摄影测量与遥感的现状及发展趋势[J],武汉测绘科技大学学报,2000,25(1)
[105] 万发贯,等.遥感图像数字处理[M].武汉:华中理工大学出版社,1991
[106] 黄文莉,等.镶嵌图像上拼接缝的消除方法[J].测绘学院学报,17(1)
[107] 陆兆溱.工程地质学[M].北京:水利电力出版社,1989
[108] 李志林,朱庆.数字高程模型[M].武汉:武汉测绘科技大学出版社,2000
[109] 曹代勇,等.地质构造三维可视化模型探讨[J].地质与勘探,37(4)
[110] 姜大志,孙闵,刘淼,等.数码相机标定方法研究[J].南京航空航天大学学报,2001(1):55-59
[111] 王能斌.数据库系统原理[M].电子工业出版社,2001
[112] 唐新明,等.基于等高线和高程点建立DEM的精度评价方法探讨[J].遥感信息,1999,55(3)
[113] 冯文灏.近景摄影测量的控制[J].武汉测绘科技大学学报,2000,25(5)
[114] 魏明果,等.普通数码相机数字摄影测量的数理模型研究[J].武汉水利电力大学(宜昌)学报,2000(6)
[115] 戴晨光,等.基于数字摄影测量的虚拟地形生成技术[J].测绘工程,1999,8(3)
[116] Chen Tianen. Determination of Camera Orientation Parameters Based on Line Features[J]. International Archives of Photogrammetry and Remote Sensing. Vol. ⅩⅩⅩ11, Part 5, Hakadate 1998
[117] 郭术义,等.立体摄影测量系统的现状与进展[J].北京机械工业学院学报,1999(1).
[118] 王永刚.基于数码相机的图像采集系统[J].测控技术,2000,19(5)
[119] 郝延锦,等.矿山可视化技术关键问题探讨[J].东北测绘,2000(2)
[120] 管业鹏,等.基于数码相机的三维物体空间几何位置的摄影测量[J].电子学报,2002(6)
[121] 邬伦,等.地理信息系统原理、方法和应用[M].北京:科学出版社,2001
[122] 陈述彭,周成虎,等.地理信息系统导论[M].北京:科学出版社,2000
[123] 吴信才,等.地理信息系统设计与实现[M].电子工业出版社,2002
[124] 徐开礼,等.编录构造地质学[M].北京:地质出版社,1984
[125] 王秀鸽,李五星,等.带约束条件的DLT算法[J].解放军测绘学院学报,1998(2):109—112
[126] 赵西安,等.古建筑保护与数字图像技术[J].西安建筑科技大学学报,1999(1)
[127] 王丰元,等.计算机视觉摄影测量三维控制场设计[J].农业机械学报,1998,29(3)
[128] 王书茂.人机界面空间几何位置的摄影测量[J].农业工程学报,1999(1)
[129] 杨年峰,王季军,黄昌华等.直接线性变换法中标定对三维重构精度的影响[J].清华大学学报,2000(4):24-27
[130] 孙仲康,沈振康.数字图象处理及其应用[M].国防工业出版社,1985
[131] 潘爱民.COM原理与应用[M].北京:清华大学出版社,1999
[132] 周振红,等.运用组件编程模型创建软组件[J].武汉:武汉大学学报,2001
[133] Francesco Balena.Visual Basic 6编程技术大全[M].机械工业出版社.2000
[134] Abdel-Aziz, Y I, H M Karara. Phtogrammetric Potentials of Non-Metric Cameras [J]. Photogrammetry Series. No. 36, 1974: 46-51
[135] McCormick B H, Defanti T A, Brown M D eds. Special Issue on Visualization in Scientific Computing []]. SIGRAPH Computer Graphics, 1987, 21(6): 1-14
[136] Barker R D, Lawrence H J. Use of terrestrial photo-grammetry for monitoring and measuring bank erosion[J]. Earth Surface Processes and Landforms, 1997, 22(13) 1217-1227
[137] Allan A L. ASimple Control System for the Photogrammetric Survey of A Tree [J] Survey Review, 1998, 34(267): 373-403
[138] Baltsavias P E. Multi-Photo Geometrically Constraint Matching[D]. ETH Zurich, 1991
[139] Norihiko Nakano, et al. Digital Still Camera System for Megapixel CCD [J]. IEEE Transaction on Consumer Electronics, 1998, 44(3): 581-586
[140] Shortis M. R. and etc. Principal Point Behaviour and Calibration Parameter Models for Kodak DCS Cameras. The Photogrammetric Record, 1998(10)
[141] Henrik Hagger n. Photogrammetric machine vision [J].Optic and Lasers in Engineering, 1989(10): 265-285
[142] Henrik Haggr n. On-line and off-line application of photogrammetric stations [J]. Computer Vision Industry, SPIE, 1993, 1989: 375-381
[143] Wong K W, Ke Ying, Michael Lew et al. Three-dimensional gaging with stereo computer vision[J]. Industry Vision Metrology, SPIE, 1991, 1526: 17-25
[144] A Fisher, T. Kolbe, F. Lang. Integration of 2D and 3Dreasoning for building recon struction in workshop on semantic modeling for the acquisition of topographic information from images and maps. Bonn Greman, 1997
[145] R. Hartley and A. Zisserman. Multiple View Geometry in Computer Vision [M]. Cambridge University Press, 2000
[146] Wei G Q, Ma S D. Implicit and explicit camera calibration: theory and experiment[J]. IEEE Trans Pattern Recoginition and Machine Intelligence, 1994,16(5):469-480
[147] Triggs B. Autocalibration from Planar Scenes. 1998 European Conference on computer Vision, Freibug, 1998
[148] Robson S., Shortis M. R.. Practical Influences of Geometric and Radiometric Image Quality Provided by Different Digital Camera Systems. The Photogrammetric Record, 1998(8)
[149] 冯文灏,王明远,宣家斌.普通照相机在近景摄影测量中的应用.测绘通报,1997(2).
[150] 龚涛.顾及可靠性与精度的近景摄影测量控制点优化设计[J].解放军测绘学院学报,1998(4):270-273
[151] HEUVEL F A. A Line-photogrammetry Mathematical Model for the Reconstruction of Polyhedral Objects [A]. Proceedings of SPIE [C]. [s. 1.]:[s.n.], 1999, 3641: 60-71
[152] ZHANG Yong-jun, ZHANG Zu-xun, ZHANG Jianqing, et al. Photogrammetric Reconstruction of Arcs and Lines Based on One Dimensional Point Template Matching[A]. 6th Conference on Optical 3D Measurement Techniques [C]. Zurich:[s.n.], 2003, 315-321
[153] 邹峥嵘.附加制约条件的DLT解法对控制点分布的容忍性[J].北京测绘,1995(4):29-31
[154] 李德仁,等.CCD阵列相机的几何标定.武汉大学测绘学报,1997(4)
[155] 张艳珍.一种基于斜率的摄像机畸变校正方法.小型微型计算机系统,2002(5)
[156] 姜大志,等.计算机视觉中的设备标定和三维图像重构概述[J].计算机工程与应用,2001(3)
[157] 雷玉堂,等.CCD摄像机的误差及其检校.光学与光电技术,2004(4)
[158] Ventura A D, Pampini A, Schettini R. Image registration by recognition of corresponding structures. IEEE trans, on Geosci. Remote Sensing, 1990, 28(3): 305-313
[159] THIBAULT D, GOLD C M. Terrain Reconstruction from Contours by Skeleton Construction [A]. Proceedings of ISPRS Workshop on Dynamic and Multi-Dimensional GIS [C]. Beijing: Publishing House of Surveying & Mapping, 1999, 23-28
[160] TANG G A. A Research on the Accuracy of Digital Elevation Models [M]. Beijing: Scicence Press, 2000, 132-148
[161] Zheng Q, Chellappa R. A computational vision approach to image registration. IEEET Trans, Image Processing, 1993, 2(3): 311-326
[162] Lee H J, Lei WL. Region matching and depth finding for 3D objects stereo photographs, Pattern Recognition, 1990, 23(1/2): 81-94
[163] Hsieh Y C, Mckeown D Metal. Perfor marion evalution of scene registration and stero matching for cartographic feature extration, IEEE Trans. On PAMI, 1992, 14(2): 214-238
[164] Stephen J Masybank, Olivier D Faugeras. A theory of self-calibration of amoving camera, lnt. Journal of Computer, 1992, 8(2): 123-151
[165] BOLSTAD P V, STOWE T J. An Evaluation of DEM Accuracy: Elevation, Slope and Aspect [J]. Photogrammetric Engineering and Remote Sensing, 1994, 60: 1327-1332
[166] 胡安文.基于近景数字摄影测量的飞机表面模型重建.地理空间信息,2004(12)
[167] 于晶涛.数字相机在工业零件检测中的应用.应用技术,2001(3)
[168] TANG G. A Research on the Accuracy of Digital Elevation Models [M]. Beijing: Science Press, 2000
[169] J.-Angelo Beraldin, F. Blais, P. Boulanger, L. Cournoyer, J. Domey, S. F. El-Hakim, G. Godin, M. Rioux, J. Taylor. Real world modelling through high resolution digital 3D imagingof objects and structures [J], ISPRS Journal of Photogrammetry & Remote Sensing 2000(55): 230-250
[170] 吴正春.地面摄影DTM在工程地质中的应用.西安地质学院学报,1994(6)
[171] Chen F J. Application of Least-Squares Adjustment Technique to Geometric Camera Calibration and photogrammetric Flow Visualization. ISA 43rd Intrrnational Instrumentation Symposium, Orlando, 1997
[172] 贾盛举,等.数字近景摄影测量在工业检测中的应用.测绘通报,2002,31(13)
[173] Hanke K, Ebrahim M A. The digital projector raytracing as a tool for digital close Range photogrammetry[J]. Journal of Photogrammetry and Remote Sensing, 1999, 54(1)—40
[174] 苍桂华,李浩.附加条件对普通数码影像DLT算法精度影响[J].测绘工程,2005(1):37—40
[175] 赵湘伟,李浩,唐华.小区物业管理系统实现方法探讨[J],武汉大学学报,2003,(增刊):50—53
[176] 杨立君,李浩.数字地质编录中坡面展示影像图的制作研究[J],中国水利水电市场,2004(11)
[177] 杨朝辉,基于MapInfo洞室施工地质快速编录系统的研制[J].苏州科技学院学报,2003,16(3):77-81
[178] 王勇毅.GIS与地质图制作[J].地质与勘探,2000,36(1):44—47
[179] 保文星,虞鹤松,林卫公.基于普通数码相机的影像匹配技术[J].测绘工程,2003,(2):30—33
[180] 李德仁,郑肇葆.解析摄影测量学[M].北京:测绘出版社,1992
[181] 徐青.地形三维可视化技术[M].北京:测绘出版社,2000
[182] 龙泽斌.几何变换.长沙:湖南科学技术出版社,1984
[183] BARTOS, P.. Photogrammetric Methods of Deformation Measurements of Hydrotechnical Works. In: Measuring, Monitoring and Assessment of Deformation and Hydrotechnical Works, Gabcikovo, 95-100 (in Slovak)
[184] FRASTIA, M.-BARTOS, P.-OREGON, V.. Photogrammetric Assessment of the Stability of Vyhne Cliff. In: Design of Deformation Models for Building Construction and Geology. Slovakia, Kocovce, Department of Surveying, Faculty of Civil Engineering, SUT Bratislava, 2000, 19-28
[185] KOPACIK, A.. Practical Education in Engineering Surveying at Water Power Plants. In: Measurement, Monitoring and Data Processing of Water Construction Deformations. Slovakia, Gabcikovo, Slovak Union of Surveyors, 2000, 35-40 (in Slovak)
[187] STANEK, V. - BEnAK, M. : History of Survey Measurements of Displacement of Water Structures. In: Measurement, Monitoring and Processing of Displacements at Water Power Plants. Slovakia, Gabcikovo, Slovak Union of Surveyors, 2000, 7-14 (in Slovak)