卫星网与地面网联合平差中随机模型的估计     

许才军 《武汉大学学报(信息科学版)》1989,(3)

本文讨论了卫星网与地面网联合平差中随机模型误差及其对联合平差结果的影响,应用方差分量估计方法对卫星网和地面网的随机模型进行了估计,并对模拟网与实测网的计算结果进行了分析。  相似文献   

A digital model to evaluate the water balance in a typical hardrock environment     

B. H. Briz-Kishore 《Journal of Earth System Science》1984,93(4):413-422

A digital model was designed and developed to study the water balance situation in a typical hardrock environment near Hyderabad, Andhra Pradesh. The model was calibrated over a period of six years with observed field hydrographs. An optimum error factor of 0.001 m was chosen and the computer took 47 iterations for outputting the results with the desired accuracy. Prognostic studies were carried out with progressively increasing draft conditions and water levels were observed to be declining even when the draft was less than the recharge. The analysis of the experiments further amended the belief of the earlier workers.  相似文献   

罗德里格矩阵在共线方程严密解法中的应用   总被引：1，自引：1，他引：1  

张森林 《武汉大学学报(信息科学版)》1987,(1)

在共线方程严密解法中,人们习用的是以方位元素X_s,Y_s,Z_s,φ,ω,κ为未知数的严密公式。本文则以罗德里格旋转矩阵的三个独立元素b,a,c取代角方位元素φ,ω,κ,并推导了相应的误差方程式。理论表明,新方法在组成旋转矩阵和计算误差方程系数中只需作加、减、乘、除等运算而不需解求三角函数,因而节省了计算工作量。  相似文献   

水准测量往返测较差方差之估计     

冯延明 《武汉大学学报(信息科学版)》1987,(4)

现有文献中以水准测量往返测较差为统计量估计较差方差已提出许多观点和公式,但对于较差误差模型既没有回答其正确性,也缺乏严密可行的参数估计方法。本文将方差分量的最小范数二次无偏估计(MINQUE)法用于较差方差估计,并提出了以近代回归分析原理为基础的较差误差模型统计检验与比较选择的基本方法。这些估计、分析方法既简单易行又严密合理。最后通过对部分一等水准实测数据试算分析,也初步证实了它们的实际效益。  相似文献   

顾及起始数据误差影响时单位权中误差的估值   总被引：1，自引：0，他引：1  

黄加纳 《武汉大学学报(信息科学版)》1986,(4)

本文推导了在附有条件的间接平差和附有未知数的条件平差两种方法中,顾及起始数据误差影响时,计算单位权中误差估值(?)的公式,并以两个实例说明,平差时应该考虑起始数据误差对(?)的影响。  相似文献   

浅层地温误读的分析与判断     

施淑嬿 《气象》1995,21(12):38-41

作者介绍了在多年地面信息资料处理中积累的关于浅层地温误读的分析与判断经验，总结出人机结合的５个分析判断方法，在工作中收到了良好效果，从而保证了信息资料和气表资料的准确性。  相似文献   

矿体储量及其计算参数的误差公式和金属储量误差的回归模型     

池顺都 《地球科学》1987,(6)

据个旧锡矿开发勘探资料,在计算机上实现不同网度稀空试验的结果、讨论了误差估计问题,提出了矿石品位、矿体厚度、矿体投影面积、矿体体积和金属储量等误差估值公式。以实例建立了不同穿透样锡品位变化系数值的金属储量误差与工程数量的回归模型,并将其应用于金属储量误差估计和工程效果的预测。  相似文献   

Digital modeling studies for evaluation of hydrogeological characteristics in Shadnagar granite basin,Andhra Pradesh,India     

B. H. Briz-Kishore 《Journal of Earth System Science》1982,91(3):219-234

The use of digital models has increased significantly in recent years with the accessibility of fast computing machines. A variable dimensioned digital model was constructed for the Shadnagar granite basin using SPECTRUM-7 micro computer to integrate various hydrogeological characteristics and for their quantitative evaluation. The basin has an areal extent of 437 sq km and is demarcated with clear water divides in all directions. Transmissivity, recharge and discharge at each cell of the basin area were estimated by trial and error simulation of the hydrogeological phenomenon under steady state condition. Dynamic simulation at representative nodes facilitated the estimation of storage coefficient. The capability of the constructed model was established by the conformance of the simulated hydrographs with the actual behaviour of the ground water system. The entire studies ammended the earlier arrived estimates of various input/output hydrogeological parameters and evolved a methodology for efficient processing of aquifer simulation data  相似文献   

Risk Management for Petroleum Reservoir Production: A Simulation-Based Study of Prediction     

James Glimm  Shuling Hou  Hongjoong Kim  Yoon-ha Lee  David H. Sharp  Kenny Ye  Qisu Zou 《Computational Geosciences》2001,5(3):173-197

We consider numerical solutions of the Darcy and Buckley–Leverett equations for flow in porous media. These solutions depend on a realization of a random field that describes the reservoir permeability. The main content of this paper is to formulate and analyze a probability model for the numerical coarse grid solution error. We explore the extent to which the coarse grid oil production rate is sufficient to predict future oil production rates. We find that very early oil production data is sufficient to reduce the prediction error in oil production by about 30%, relative to the prior probability prediction.  相似文献   

三角形量测法在隧道变形监测中的应用研究   总被引：3，自引：0，他引：3  

曾鼎华  张永兴  阴可  陈建功 《水文地质工程地质》2005,32(5):113-115

通过对隧道变形监测中三角形量测法原理、计算公式的分析,认为公式中的三角形三边长度并不是收敛计的读数,两者相差一个收敛计本身的附加长度,这是使监测数据产生误差的原因之一。同时探讨了忽略收敛计附加长度引起的误差对监测结果的影响,并结合工程实例介绍了在实测过程中应注意的问题及误差原因。  相似文献