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2022年下半年工程测量员初级考试试卷.pdf

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1、2016 年下半年新疆工程测量员初级考试试卷一、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、标杆又称为花杆，直径一般为_，长一般为 23m，杆身涂以 20cm 间隔的红、白漆，下端装有锥形铁尖。A24cm B34cm C45cm D56cm 2、我国 NGPSN B 级网的边长相对精度为 _。A210-5 B210-6 C210-7 D210-8 3、等高距是两相邻等高线之间的_。A高程之差B平距C间距D差距4、测设点平面位置的方法，主要有直角坐标法、极坐标法、_和距离交会法。A横坐标法B纵坐标法C左右交会法D角度交会法5、光学经纬仪应满足 _等几何条件。A

2、横轴垂直竖轴，即HHVV B照准部水准管轴应垂直于竖轴，即LL VV C望远镜的视准轴垂直于横轴，即CCHH D圆水准器轴应平行于竖轴，即L L VV E照准部水准管轴应垂直于横轴，即LL HH 6、已知等腰直角三角形ABC 和等边三角形 BDC(如图 18-1)，设 ABC 的周长为，则 BDC 的面积是 _ABC12 DE7、四车道一级分路应能适应将各种汽车折合成小客车的年平均日交通量_。A1500030000辆B1500035000辆C2000030000辆D2000035000辆8、已知某厂每天生产z 千克产品的总成本为（元），要使产品的平均成本最小，每天应生产该产品（）A.132 千

3、克B.140千克C.150千克D.156千克E.160千克9、大型水利工程变形观测中，对所布设基准点的精度要求应按_。A一等水准测量B二等水准测量C三等水准测量D四等水准测量10、下列选项不属于安平系统的检修范围的是_。A制动螺丝失灵B微倾不灵敏C长水准管气泡不稳定D水准管轴倾斜度超过微倾调整范围11、在一地面平坦、无经纬仪的建筑场地，放样点位应选用（）方法。A直角坐标B极坐标C角度交会D距离交会12、对某一段距离丈量了三次，其值分别为：29.8535m、29.8545m、29.8540m，且该段距离起始之间的高差为-0.152m，则该段距离的值和高差改正值分别为_。A29.8540m；-0.

4、4mm B29.8540m；+0.4mm C29.8536m；-0.4mm D29.8536m；+0.4mm 13、水准仪的视准轴与水准管轴不平行时产生的高差误差是_。A误差大小一定，与前；后视无关B误差大小与前、后视距大小成正比C误差大小与前、后视距之和成正比D误差大小与前、后视距之差成正比14、根据 2006 年 12 月 11 日实施的建筑设计防火规范(GB50016-2006)的规定，三级耐火等级最多允许层数为_。A3 层B4 层C5 层D6 层15、光学经纬仪按精度可以分为5 个等级，下列选项属于按精度分类的有_。ADJ2 BDJ6 CDJ1 文档编码:CB6D3E3N9I8 HG7

5、C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4

6、文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7

7、C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4

8、文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7

9、C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4

10、文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7

11、C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4DDJ07 EDJ12 16、下列选项中，不属于地貌的是_。A山脊、山谷B洼地、山头C草地D沙丘17、按建筑物的用途分类，辅助生产用房属于_。A居住建筑B公共建筑C工业建筑D农业建筑18、观测水平角时，照准不同方向的目标，应_旋转照准部。A顺时针方向B盘左顺时针、盘右逆时针C逆时针方向D盘左逆时针、盘右顺时针19、根据高斯投影的原则，我国领土6带是指 _。A第 8 带第 15 带B第 10带第 2

12、0带C第 13 带第 23 带D第 15带第 23 带20、对地面点 A 任取一个水准面，则A 点至该水准面的垂直距离为_。A绝对高程B海拔C高差D相对高程21、若测绘 1:500 比例尺地形图，则丈量地物的精度只需_。A0.10m B0.20m C0.05m D0.01m 22、A 点高程为 32.50m，DAB=160m，iAB=-1%，则 B 点的高程为 _。A16.50m B48.50m C34.10m D30.90m 23、测量工作的基本任务是 _。A确定地面点的位置B确定点的平面坐标C确定地面点的高程D测绘地形图24、直线方向通常用该直线的_来表示。A罗盘仪文档编码:CB6D3E3

13、N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3

14、T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3

15、N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3

16、T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3

17、N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3

18、T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3

19、N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4B方位角C象限角D偏差E高差25、每幅地形图测绘完成后，都要在图上标注本图的_，以备日后使用时参考。A投影方式B坐标系统C高程系统D水平距离E方位角大小二、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、NGPSN 可以分为三个层次，_不属于 NGPSN 的层次。AGPS

20、连续运行站网BGPS 控制站网CGPS A级网DGPS B级网2、下列关于建筑施工测量技术资料管理原则的叙述，正确的有（）。A测量技术资料应进行科学规范化管理B对原始资料数据严禁涂改，且不得用其他纸张进行转抄C各种原始记录不得随意丢失，须由专人负责保管、销毁D外业工作起算数据必须正确可靠，计算过程科学有序E各种测量资料必须数据正确，符合表格规范3、已知用DJ6 型光学经纬仪野外一测回方向值的中误差为6，则一测回角值的中误差为 _。A17”B6”C12”D8.5”4、四等水准测量中，每一站的前后视距差，不能超过_。A3m B5m C3mm D5mm 5、线路水准测量中，基平测量和中平测量各采用

21、_。A高差法；视线高法B高差法；高差法C视线高法；高差法D视线高法；视线高法6、在水准测量仪器中，_主要用于水准测量和常规工程测量。ADS05 BDS1 CDS3 文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 H

22、G7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7

23、T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 H

24、G7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7

25、T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 H

26、G7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7

27、T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4DDS3 和 DS1 7、图根导线的导线全长相对闭合差K 为（）。A1/8000 B1/6000 C1/5000 D1/2000 8、在第象限时，象限角R 与方位角 A 的关系为 _。AR=360

28、-A BR=360+A CR=A-360DR=A+3609、全站仪测量点的高程的原理是_。A水准测量原理B导线测量原理C三角测量原理D三角高程测量原理10、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 11、已知直线 AB 的坐标方位角为 20715 45”，则直线 BA 的坐标方位角为 _。A11715 45”B29715 45”C2715 45”D20715 45”12、大地水准面是 _。A大地体的表面B地球的自然表面C一个旋转椭球体的表面D参考椭球的表面13、不能用等高线表示的地貌，如_、雨裂等，应按图式中标准符号表示。

29、A悬崖B峭壁C土堆D冲沟E河渠14、已知 A 点高程 HA62.118m，水准仪观测 A 点标尺的读数 1.345m，则仪器视线高程为 _。A60.773m B63.463m C62.118m D61.146m 15、消减系统误差的方法主要有_。文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8

30、HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X

31、7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8

32、HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X

33、7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8

34、HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X

35、7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4A检校仪器B求平差值C求改正数D对称观测E提高测量人员测量水平16、国产 DS1 精密水准仪每千米往返测平均高差中

36、误差为_。A0.3mm B1mm C1.5mm D2mm 17、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18、坝体与地面的交线称为 _。A建筑基线B腰线C坝脚线D清基开挖线19、根据民用建筑设计通则(GB50325-2005)的规定，四级建筑物适用于_。A一般性建筑B临时性建筑C次要的建筑D纪念性建筑和特别重要的建筑20、导线测量的外业工作是（）。A选点、测角、量边B埋石、造标、绘草图C距离丈量、水准测量、角度测量D观测、计算、求得各导线点的平面直角坐标21、已知 A、B 两点间边长为188.43m，A、B 的方位角为 14607 00”，则 A、

37、B 两点之间的 X 坐标增量为（）。A156.43m B-156.43m C105.05m D-105.05m 22、在进行高程控制测量时，对于地势起伏较大的山区且精度要求低时，一般采用_。A水准测量B视距测量C三角高程测量D经纬仪测量23、闭合导线的角度闭合差与（）。文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:

38、CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O

39、4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:

40、CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O

41、4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:

42、CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O

43、4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4A导线的几何图形无关B导线的几何图形有关C导线各内角和的大小有关D导线各内角和的大小无关E

44、导线的起始边方位角有关24、从一个水准点 BMA 出发进行水准测量，最后又回到水准点BMA，称为_。A符合水准测量B闭合水准测量C支线水准测量D几何水准测量25、在衡量观测值精度时，常用_来评定精度。A相对误差B绝对误差C往返误差D闭合误差文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7

45、C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4

46、文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7

47、C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4

48、文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7

49、C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4文档编码:CB6D3E3N9I8 HG7C1V2O4W3 ZP3T8C3X7T4

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关键词：: 2022 年下半年工程测量员初级考试试卷

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本文标题：2022年下半年工程测量员初级考试试卷.pdf
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