|
位置：首页 >> 期刊文章
|
|
摘要：
|
|
随着跨江、跨海大桥的修建,导线测量在宽阔水域桥梁施工控制网的加密测量中得到广泛应用。但存在两类不同性质的观测值和导线边长不等的问题,文中结合某大桥施工加密控制测量的实际情况,对跨江(海)导线测量中边长相差较大等问题,采用Helmert方差估计方法,分析平差过程中权的合理取定问题。实践表明:在跨江(海)大桥导线测量平差时采用Helmert方差估计比常规的平差软件精度更高,解决了导线测量中测距边长相差较大,测角精度不高的问题。
|
|
With plenty constructions of river-crossing or sea-crossing bridges,the traverse network has been applied abroad in denseness survey control during construction of bridge crossing big water area.But due to the two kinds of surveyed value by different characters and the sides of traverse line in different lengths existing,this paper based on the practical denseness survey in one domestic bridge construction to analyze the weight selection during adjustment by helmert variance estimation measure for solving the big difference of side lengths surveyed in traverse network.The practice shows that using Helmert variance estimation method to measure the traverse line of river(sea)-bridge is more accurate than common variance software;it solve the problem of the big difference of side lengths surveyed in traverse network and lowmetering accuracy of angle.
|
|
基金项目：
|
|
“十一五”国家科技支撑计划项目(2006BAG04B04)
|
|
作者简介：
|
|
|
|
参考文献：
|
|
[1]王旭华,等.边角控制网两类观测值权的确定研究[J].测绘通报,2004,(6).
[2]崔希璋.广义测量平差[M].武汉:武汉测绘科技大学出版社,2001.
[3]沙月进.Helmert方差分量估计在桥梁控制网中的应用[J].江苏测绘,2000,(6).
[4]许国辉,徐晖.卡尔曼滤波法方差估计的理论研究[J].武汉:武汉大学学报,2004,(8.)
|
|
服务与反馈：
|
|
【文章下载】【加入收藏】
|
|
|
|
|