2016年河北省工程测量员初级理论知识试题.pdf

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1、1/10 封面2/10 作者：PanHongliang 仅供个人学习2016 年河北省工程测量员初级理论知识试卷一、单项选择题（共25 题，每题 2 分，每题的备选项中，只有1 个事最符合题意）1、设有 A、B 两点，A 点高程为 15.032m，B 点高程为 14.729m，则 A、B 两点文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4

2、ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档

3、编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9

4、F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U

5、4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7

6、文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6

7、P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C

8、8U4 ZP1V1A6T3L73/10 间的高差 hAB 为_。A0.303m B-0.303m C29.761m D-29.761m 2、根据地物的形状大小和描绘方法的不同，地物符号可以分为_。A依比例尺绘制的符号B不依比例尺绘制的符号C半依比例尺绘制的符号D地物注记E等高线表示3、下列选项中，_属于观测误差。A对中误差B目标偏心误差C照准误差D读数误差E视准轴误差4、地形测量中，若比例尺精度为b，测图比例尺为1:M，则比例尺精度与测图比例尺大小的关系为 _ Ab 与 M 无关Bb 与 M 成倒数Cb 与 M 成反比Db 与 M 成正比5、真误差为 _与真值之差。A改正数B算术平均数C中误差

9、D观测值6、在进行水准仪 i 角检验时，A、B 两点相距 80m，若将水准仪安置在A、B 两点中间，则所测得高差为hAB=0.125m；若将水准仪安置在距离B 点 23m 的地方，所测得的高差为h AB=0.186m，则水准仪的 i 角为_。A157”B-157”C0.00076”D-0.00076”7、柱顶高度是从厂房地面至柱顶的高度，一般取_的倍数。A20mm B25mm C30mm D35mm 8、视距测量时用望远镜内视距丝装置，根据几何光学原理同时测定两点间的_的方法。A距离和高差B水平距离和高差文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码

10、:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5

11、 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4

12、ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档

13、编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9

14、F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U

15、4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7

16、文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L74/10 C距离和高程D高差9、自动安平水准仪，_。A既没有圆水准器也没有管水准器B没有圆水准器C既有圆水准器也有管水准器D没有管水准器10、为了防止错误发生和提高丈量精度，一般需进行往返测量，一般用_来表示成果的精度。A相对误差B中误差C限差D偶然误差11、在常用的总平面图例中，原有的建筑物用（）表示。A.A B.B C.C D.D 12、在一定观测

17、条件下，偶然误差的绝对值_超过一定的限值。A一般不会B一定会C通常会D一定不会13、导线角度闭合差的调整方法是将闭合差反符号后（）。A按角度大小成正比例分配B按角度个数平均分配C按边长成正比例分配D按面积成反比例分配14、竖直角的最大值为 _。A90B180C270D36015、根据高斯投影原则将地球椭球面划分成地带后，我国领土的范围的通用横坐标换算为实际横坐标时，通用横坐标数中_均为带号。A第 1、2 两位B第 2、3 两位C第 5、6 两位D第 7、8 两位16、导线测量在选点时应注意（）。A邻点之间通视良好，便于测角和量距B点位应选在土质坚实，便于安置仪器和保存标志的地方C视野开阔，便于

18、施测碎部D导线各边的长度必须相等文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T

19、3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D1

20、0J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3

21、O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A

22、6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3

23、D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3

24、M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L75/10 E导线点应有足够的密度，分布较均匀，便于控制整个测区17、进行角度测量时，经纬仪应精确整平，观测过程中，水准管气泡偏离不得大于_，超过时，要重新平整、重测。A1 格B2 格C3 格D4 格18、地理坐标可以分为 _。A天文

25、坐标和大地坐标B天文坐标和参考坐标C参考坐标和大地坐标D三维坐标和二维坐标19、下列选项属于底层立面图的读图步骤的是_。A了解图名和比例B了解房屋的形状和外貌C了解门窗的类型、位置及数量D了解各部分的标高E了解定位轴线、内外墙的位置和平面布置20、若地形图比例尺为 1:1000，等高距为 1m，要求从 A 点至 B 点选择一条坡度不超过 5%的路线，则相邻等高线间的最小平距应为_，图上距离应为 _。A20m，1cm B10m，1cm C10m，2cm D20m，2cm 21、由于钢尺的尺长误差对距离测量所造成的误差属于_。A系统误差B偶然误差C既不是偶然误差，也不是系统误差D可能是偶然误差，也

26、可能是系统误差22、用经纬仪测垂直角时，必须用_精确地瞄准目标的特定位置。A十字丝竖丝B十字丝横丝C部分十字丝竖丝和部分十字丝横丝相结合D十字丝交点23、在工业厂房柱子安装测量中，牛腿面在设计的高度上，其允许偏差为（）。A-2mm B-3mm C-5mm D-6mm 24、在山区丈量 A、B 两点间的距离，往、返值分别为286.58m和 286.44m，则该距离的相对误差为 _。A1/2047 B1/2046 C1/2045 文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编

27、码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F

28、5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4

29、 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文

30、档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P

31、9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8

32、U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L

33、7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L76/10 D1/2044 25、往返水准路线高差平均值的正负号是以_的符号为准。A往测高差B返测高差C往返测高差的代数和D往返测高差的平均值二、多项选择题（共25 题，每题 2 分，每题的备选项中，有2 个或 2 个以上符合题意，至少有 1 个错项。错选，本题不得分；少选，所选的每个选项得0.5 分）1、水准测量要求视线离地面一定的高度，可以减弱_的影响。Ai 角误差B标尺零点差C大气垂直折光D仪器下沉误差2、下列选项属于钢尺量距

34、的误差的有_。A尺长误差B温度误差C拉力误差D丈量误差E读数误差3、在水准测量中设 A 为后视点，B 为前视点，并测得后视点读数为1.124m，前视读数为1.428m，则 B 点与 A 点的关系是 _。AB 点比 A 点高BB 点比 A 点低CB 点与 A 点等高DB 点高度与 A 点高度无法比较4、对某边观测 4 测回，观测中误差为 2cm，则算术平均值的中误差为_。A0.5cm B1cm C4cm D2cm 5、过地面上某点的真子午线方向与中央子午线方向常不重合，两者之间的夹角，称为_。A中央线收敛角B子午线收敛角C磁偏角D子午线偏角6、大平板仪由 _组成。A平板B直尺C照准仪D竖盘E望远

35、镜7、根据 2005 年 7 月 1 日实施的民用建筑设计通则(GB50325-2005)的规定，文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:

36、CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5

37、HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 Z

38、P1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编

39、码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F

40、5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4

41、 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L77/10 _为中高层住宅。A七层至九层B七层至十层C八层至十二层D八层至十五层8、当经纬仪竖轴与目标点在同一竖面时，不同高度的水平度盘读数_。A相等B不相等C盘左相等

42、，盘右不相等D盘右相等，盘左不相等9、水平角测量时，角值=b-a。现知读数 a为 8233 24”，读数 6 为 10242 12”，则角值 是_。A2018 46”B2008 48”C2042 24”D2038 12”10、影响角度测量成果的主要误差是_。A仪器误差B对中误差C目标偏误差D竖轴误差E2C 误差 11、直线的象限角由标准方向的北端或南端起，顺时针或逆时针方向量算到直线的锐角，其角值为_。A0180B90180C090D459012、_现象的产生原因，主要是调焦手轮的转动齿轮和调焦透镜的齿条接触不好，或调焦齿条松动所致。A望远镜调焦失灵B目镜调焦螺旋过紧或跳动C微动螺旋失灵D竖轴

43、紧涩转动不灵活13、在地形图上，长度依测图比例尺而宽度依比例尺表示的地物符号是_。A依比例符号B不依比例符号C半依比例符号D地物注记14、下列关于国家平面控制网的叙述，正确的有_。A国家平面控制网按“逐级控制，分级控制，分级布网”的原则可以分为四个等级B一等级国家平面控制网的精度最高C国家一等、二等级三角网合称为天文大地网D我国天文大地网于1952 年开始布设，1961 年基本完成，1975 年修测和补文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9

44、F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U

45、4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7

46、文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6

47、P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C

48、8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3

49、L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10

50、J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L7文档编码:CJ3D10J6P9F5 HO3M3O8C8U4 ZP1V1A6T3L78/10 测工作全部结束E三等级三角网边长为6km 左右15、观测竖直角时，要消除指标差的影响，可采用_的观测方法。A消除视差B尽量瞄准目标底部C盘左、盘右观测D测回间改变度盘起始位置16、用经纬仪正倒镜观测不能消除_。A盘度偏心差B横轴误差C竖轴倾斜误差D照准部偏心差17、全站仪进行坐标测量时，要先设置 _，然后便可在坐标测量模式下通过已知站点测量出未知点的坐标。A测站点坐标B测站仪器高C棱镜高D前视方位角E后视方位角18、精密钢尺量距中，所进行的倾斜