2018年内蒙古测绘职业技能鉴定《工程测量员》考试试题.pdf

1/10 封面2/10 作者：PanHongliang 仅供个人学习2018 年内蒙古测绘职业技能鉴定工程测量员考试试卷一、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、在水准测量中，每站观测高差的中误差为5mm，若从已知点推算待定点高文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L103/10 程，要求高程中误差不大于20mm，则所设站数最大不能超过_。A4 站B8 站C16 站D24 站2、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，便于施测碎部D导线各边的长度必须相等E导线点应有足够的密度，分布较均匀，便于控制整个测区3、若经纬仪的视准轴与横轴不垂直，在观测水平角时，其盘左、右盘的误差影响是_。A大小相等B大小相等，符号相同C大小不等，符号相同D大小不等，符号相反4、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 D1/2044 5、下列关于 GPS各等级固定误差的叙述，正确的有_。AAA 级 GPS的固定误差 3 BA 级 GPS的固定误差 5 CB 级 GPS的固定误差 6 DC 级 GPS的固定误差 8 ED 级 GPS的固定误差 10 6、用经纬仪观测水平角时，尽量照准目标的底部，其目的是为了消除_误差对测角的影响。A对中B照准C目标偏离中心D整平7、图根导线的测角中误差为（）。A&plusmn。15&quot。B&plusmn。18&quot。C&plusmn。20&quot。D&plusmn。22&quot。8、下列关于确定厂房定位轴线原则的叙述，错误的是_。A厂房的定位轴线与民用建筑定位轴线基本相同，也有纵向、横向之分B纵向定位轴线决定主要承重构件的位置C纵向定位轴线与屋架(屋面架)的跨度有关文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L104/10 D纵向柱列的边柱外皮和墙的内缘，与纵向定位轴线相重合时称为封闭结合9、_是以刻在尺端附近的零分划线起算的。A端点尺B刻度尺C皮尺D轻便钢卷尺10、全站仪有三种常规测量模式，下列选项不属于全站仪的常规测量模式的是_。A角度测量模式B方位测量模式C距离测量模式D坐标测量模式11、微倾式水准仪应满足的几何条件有_。A水准管轴平行于视准轴B横轴垂直于仪器竖轴C水准管轴垂直于仪器竖轴D圆水准器轴平行于仪器竖轴E十字丝横丝应垂直于仪器竖轴12、在角度测量过程中，造成测角误差的因素有_。A读数误差B仪器误差C目标偏心误差D观测人员误操作造成的误差E照准误差13、已知线段 A、B 的两端点坐标，可计算 tanAB=y/x，R=arctany/x，R0，若使 AB=R+180，则（）。Ax0，y0 Bx0，y0 Cx0，y0 Dx0，y0 14、水准尺是水准测量的主要工具，其中单面尺能伸缩，但接合处容易产生误差，其长度一般为 _。A2m B4m C3m 或 5m D4m 或 6m 15、在全圆测回法中，同一测回不同方向之间的2C 误差值为-18”、+2”、0”、+10”，其 2CA 差应为 _。A-18”B-6”C1.5”D28”16、对于宽度大于15m 的建筑物，在其内部有承重墙或支柱时，应在_部位设置工作点。A8m 文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L105/10 B10m C15m D20m 17、在三角高程测量中，当两点间的距离较大时，一般要考虑地球曲率和 _的影响。A大气折光B大气压强C测站点高程D两点间高差18、下列选项属于一类高层建筑物的是_。A1018 层的住宅B医院C高级旅馆D建筑高度超过 50m 或每层建筑面积超过1000m2 的商业楼E省级以下的邮政楼19、桥梁涵洞按跨径分类时，大桥的多孔跨径总长L 应满足的条件是 _。A500mL400m B500mL300m C500mL200m D500mL100m 20、光电测距仪的视线应避免_。A横穿马路B受电磁场干扰C穿越草坪上D经过水面21、钢尺一般量距，根据地形情况，不可选用的方法是_。A沿地面丈量B悬垂丈量C平量法D斜量法22、水平角观测时，各测回间改变零方向度盘位置是为了削弱_误差影响。A视准轴B横轴C指标差D度盘分划23、某段距离丈量的平均值为100m，其往返距离之差为+4mm，其相对误差为_。A1/25000 B1/25 C1/2500 D1/250 24、如图 8-1 所示，已知 mn 为过 B 点的一条大致垂直于相邻两等高线的线段，mn 和 mB 的长度分别为 9.0mm 和 6.0mm，等高距 h 为 1m，则用内插法求得B点的高程为（）。文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L106/10 A54.9m B54.6m C54.66m D54.34m 25、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、_的任务是把图纸上已经设计好的建筑物的位置，按设计要求测设到地面上去并用各种标志表示出来，为施工提供定位的放线依据。A勘察测量B施工测量C控制测量D碎部测量2、在用全站仪进行角度测量时，若棱镜不输入棱镜常数和大气改正数，_所测角值。A影响B不影响C水平角影响，竖直角不影响D水平角不影响，竖直角影响3、水平度盘在仪器上是作为观测水平角读数用的，它是用玻璃刻制的圆环，其上顺时针方向刻的 _，最小刻划为 1。A090B0180C0360D903604、下列选项不属于视距测量的误差的是_。A读数误差B标尺竖直的误差C竖角观测误差D大气折光误差5、计曲线也称为 _。A加粗等高线B半距等高线C辅助等高线D基本等高线6、测设建筑方格网方法中，轴线法适用于（）。A独立测区B已有建筑线的地区C精度要求较高的工业建筑方格网文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L107/10 D精度要求不高的一般建筑地区7、观测水平角时，照准不同方向的目标，应_旋转照准部。A盘左顺时针，盘右逆时针方向B盘左逆时针，盘右顺时针方向C总是顺时针方向D总是逆时针方向8、用角度交会法测设点的平面位置所需的数据是（）。A一个角度，一段距离B纵横坐标差C两个角度D两段距离9、城市建筑区、平地、丘陵地的相邻地物点间距中误差为_。A0.3mm B0.4mm C0.5mm D0.6mm 10、在工业厂房的屋架安装测量中，屋架吊装就位时，应使屋架的中心线与柱顶面上的定位轴线对准，允许误差为（）。A4mm B5mm C6mm D8mm11、按照用途划分，控制网可分为_ A国家基本控制网和变形监测网两大类B国家基本控制网和测图控制网两大类C国家基本控制网和工程控制网两大类D国家基本控制网和施工控制网两大类12、采用高程施工控制网测量时，各水准点距离建筑物、构筑物不应小于（）。A15m B20m C25m D30m 13、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”14、我国 NGPSN A 级网的平均边长为 _。A500km B600km C700km D800km 15、下列关于 GPS全球卫星定位系统在交通运输中的应用叙述，正确的有_。AGPS测量应用于空中交通运输中既可保证安全飞行，又可提高效益文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L10文档编码:CS5Q4M5T2M9 HJ6A8V9V4J1 ZT4G4Y3B5L108/10 B采用 GPS动态相对定位技术，可为领航员提供飞机的三维坐标C在地面交通运输中，如车辆中设有GPS 接收机，则能监测车辆的性能和运动DGPS对飞机造林、森林火灾、空投救援、人工降雨等能够提高导航精度EGPS能够为领航员安全飞行和着陆提供帮助16、观测一四边形的 3 个内角，中误差分别为 4”