|
类别:网教(网教/成教) 专业:土地资源管理 2017年12月 课程名称【编号】:测量学【0781】 A卷 大作业 满分:100分 一 、完成下列1或2(1、2题任选作1题)闭合导线的平差计算,在表格相关栏内填写正确的计算结果。(每空1分,共42分)。 1.用右角进行平差计算的闭合导线
| 点 号 | | | | | | | | | |
| | | | | | |
| |
|
|
| |
|
|
|
|
|
|
|
|
|
| | |
|
| | | |
| | |
|
| |
|
| | | |
|
|
|
| |
| | |
|
| |
|
| | | |
|
|
|
| |
| | |
|
| |
|
| | | |
|
|
|
| | | | |
|
| |
|
| | |
|
|
| | | | Σ |
| |
|
| | |
|
| |
|
|
|
| | file:///C:/Users/ADMINI~1/AppData/Local/Temp/msohtmlclip1/01/clip_image002.gif file:///C:/Users/ADMINI~1/AppData/Local/Temp/msohtmlclip1/01/clip_image004.gif file:///C:/Users/ADMINI~1/AppData/Local/Temp/msohtmlclip1/01/clip_image006.gif file:///C:/Users/ADMINI~1/AppData/Local/Temp/msohtmlclip1/01/clip_image008.gif file:///C:/Users/ADMINI~1/AppData/Local/Temp/msohtmlclip1/01/clip_image010.gif file:///C:/Users/ADMINI~1/AppData/Local/Temp/msohtmlclip1/01/clip_image012.gif
| | | | | | | | | | | | | | | | |
|
2. 用左角进行平差计算的闭合导线 | 点 号 | | | | | | | | | |
| | | | | | |
| |
|
|
| |
|
|
|
|
|
|
|
|
|
| | |
|
| | | |
| |
|
|
|
|
|
| | | |
|
|
|
| |
| |
|
|
|
|
|
| | | |
|
|
|
| | | |
|
|
|
|
|
| | |
|
|
| | | | Σ |
| |
|
|
|
|
|
|
|
|
|
|
| | file:///C:/Users/ADMINI~1/AppData/Local/Temp/msohtmlclip1/01/clip_image002.gif file:///C:/Users/ADMINI~1/AppData/Local/Temp/msohtmlclip1/01/clip_image015.gif file:///C:/Users/ADMINI~1/AppData/Local/Temp/msohtmlclip1/01/clip_image017.gif file:///C:/Users/ADMINI~1/AppData/Local/Temp/msohtmlclip1/01/clip_image019.gif file:///C:/Users/ADMINI~1/AppData/Local/Temp/msohtmlclip1/01/clip_image021.gif file:///C:/Users/ADMINI~1/AppData/Local/Temp/msohtmlclip1/01/clip_image023.gif
| | | | | | | | | | | | | | | | |
|
二、计算题:下面第1题必作,第2、3题选作1题(第1题34分,2、3题均为24分)。 file:///C:/Users/ADMINI~1/AppData/Local/Temp/msohtmlclip1/01/clip_image024.gif1.1:2000图幅坐标方格网上(见右下图),量测出ab = 2.0cm,ac = 3.4cm, ad = 3.8cm, ae = 5.2cm。试计算A、B两点的坐标XA、YA、XB、YB、AB边水平距离DAB及其坐标方位角αAB。 2.用一名义长度为50m的钢尺,在温度+20℃时,施加标准拉力,其长度为49.985m。今欲测设48.000m的水平距离DAB,测设时温度为+10℃,测得高差hAB=-1.500m,试计算测设时在地面上应量的长度file:///C:/Users/ADMINI~1/AppData/Local/Temp/msohtmlclip1/01/clip_image026.gifAB。(钢尺的膨胀系数α=1.25×10-5)。
3.某项工程为开挖管槽(如下图所示),已知±0.000设计标高为44.600m,槽底设计相对标高为-1.700m。现根据水准点A(file:///C:/Users/ADMINI~1/AppData/Local/Temp/msohtmlclip1/01/clip_image028.gif)测设距槽底50cm的水平桩B,试求:(10分) (1) B点的绝对高程为多少? (2)用视线高法测设B点时,B尺的读数b应为多少?
|