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1、2015 年下半年河南省房地产工程测量员考试试题一、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、在施工测量中，建立高程控制点时，一般采用四等水准要求，即允许误差h允=（）。A.A B.B C.C D.D 2、GPS空间部分由 _位于地球上空平均20200km轨道上的卫星网组成。A12 颗B18 颗C20颗D24 颗3、下列关于等高线平距的叙述，错误的是_。A在同一幅地形图内，等高距是相同的B若地面坡度均匀，则等高线平距相等C地面坡度越陡，等高线平距越小D等高线平距的大小与地面坡度的陡缓无关4、已知 xA1874.43m，yA43579.64m，xB1666
2、.52m，yB43667.85m，则AB 为_。A14700 26”B15730 36”C15700 36”D15905 36”5、下列关于测量工作的程序的叙述，不正确的是_。A测量应先外业，后内业B测量应先整体，后局部C测量应高精度控制低精度D测量应先碎部，后控制6、电子经纬仪由 _和微型机械组成。A精密光学器件B机械器件C电子度盘D电子传感器E光学棱镜7、光学经纬仪应满足 _等几何条件。A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 8、极坐
3、标法施工放样需要计算的放样数据有_。A坐标B极角C极距D高程E方位角9、用经纬仪观测某交点的右角，若后视读数为 20000 00”，前视读数为 000 00”则外距方向的读数为 _。A100B80C280D18010、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11、_是水准仪应满足的条件之一。A十字丝横丝垂直于仪器竖轴B十字丝横丝垂直于圆水准器轴C十字丝纵丝垂直于视准轴D十字丝纵丝平行于圆水准器轴12、大比例尺测图进行取点时，道路转折点处的圆曲线边线应至少测定_点。A2 个B3 个C4个D5 个13、_是以刻在尺端附近的零分划
4、线起算的。A端点尺B刻度尺C皮尺D轻便钢卷尺14、经纬仪的十字丝纵丝应 _。A垂直于竖轴B平行于视准轴C平行于照准部水准管轴D垂直于横轴15、各测回间改变零方向的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16、在小型施工中用经纬仪定线，同时又用经纬仪标定某构筑物的高度、_，可文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M
5、4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN
6、4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8
7、A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档
8、编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8
9、Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K1
10、0H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF
11、2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8以将经纬仪作为水准仪使用。A整平小场地B抄平路面C标定花坛D树坛高度E整平路面17、若直线 AB 的坐标方位角与其真方位角相同，则A 点位于（）。A赤道上B中央子午线上C高斯平面直角坐标系的纵轴上D高斯投影带的边缘上E中央子午线左侧18、地形图按比例尺大小分为_。A1:10000比例尺地形图B小比例尺地形图C大比例尺地形图D1:500 比例尺地形图E中比例尺地形图19、测微尺上的 10mm 注字，实际真值为 _。A5mm B6mm C8mm D10mm 20、二等水准
12、测量每千米高差全中误差为（）。A2mm B3mm C5mm D6mm 21、在新布设的平面控制网中，至少应已知（）才可确定控制网的方向。A一条边的坐标方位角B两条边的夹角C两条边的坐标方位角D一个点的平面坐标22、尺长误差和温度误差属于_。A偶然误差B系统误差C中误差D限差23、测钎一般以 _根为一组，穿在铁环中，用来标定尺的端点位置和计算整尺段数。A8 B10 C11 D12 文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5
13、M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 Z
14、N4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z
15、8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文
16、档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC
17、8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K
18、10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 H
19、F2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I824、下列关于 DJ2 级光学经纬仪的构造特点的叙述，错误的是_。ADJ2 级光学经纬仪在读数显微镜中能同时看到水平盘上与竖盘和刻划影像BDJ2 级光学经纬仪利用度盘换像手轮可变换读数显微镜中水平盘与竖盘的影像CDJ2级光学经纬仪与 DJ6 级光学经纬仪构造基本相同DDJ2 级光学经纬仪采用对径分划线符合读数装置，可直接读出度盘对径分划读数的平均值25、调节调焦螺旋可减小或消除视差，
20、其顺序为_。A先目镜，后物镜B先物镜，后目镜C先粗瞄，后精准D先精准，后粗瞄二、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、山地、高山地和施测困难的街区内部的点位中误差为_。A0.50mm B0.75mm C1.25mm D1.50mm 2、从已知水准点测到待测点，再从已知水准点开始重测一次，称为_。A复测法B往返测法C闭合测法D附合测法3、以中央子午线北端作为基本方向顺时针量至直线的夹角称为_。A坐标方位角B子午线收敛角C磁方位角D真方位角4、下列选项属于在模式设置菜单界面下
21、的主要内容_。A开机模式、ESC 键模式B精测/粗测/跟踪C竖角测量D平距/斜距E水平角测量5、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。A悬崖B峭壁C土堆D冲沟E河渠6、经纬仪各轴线间的几何关系均已满足，并略去各项误差的影响，盘左、盘右照准同一目标，则竖直度盘读数的数学关系满足_。文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M
22、6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P
23、8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N
24、10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1
25、I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码
26、:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5
27、S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H
28、2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8AL=R180 BL+R=90 CL+R=180 DL+R=360 7、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 8、1:100000 比例尺图的分幅和编号是按从左至右、从上到下的顺序编号，将一幅 1:1000000的图，按 _分成 144 幅 1:100000 的图。A经度差 20，纬度差 20B经度差 20，纬度差 30C经
29、度差 30，纬度差 20D经度差 30，纬度差 309、经纬仪安置时，整平的目的是使仪器的_。A竖轴位于铅垂位置，水平度盘水平B水准管气泡居中C竖盘指标处于正确位置D水平度盘位于铅垂位置10、控制墙体标高常用皮数杆控制，先在立杆处打入木桩，用水准仪在木桩上测设出 0.000 标高位置，测量允许误差为（），再把皮数杆上的 0.000线与木桩上0.000线对齐，并用钉钉牢。A±1mm B±2mm C±3mm D±5mm 11、某钢尺的尺长方程为：L1=30.000-0.003+1.210-530(t-20)。现用该钢尺量得 A、B 的距离为
30、100.00m，则距离 AB 的尺长改正数为 _。A-0.010m B-0.007m C+0.005m D+0.007m 12、经纬仪导线外业测量工作的主要内容是_。A踏查选点并设立标志，距离测量，角度测量，导线边的定向B安置仪器，粗略整平，精平与读数C距离测量D高差测量13、测设方格网各交点时，主轴线测设好后，分别在各主点上安置经纬仪，均以0 点为后视方向，向左、向右精确地测设出90方向线，即形成（）方格网。A“田”字形B“口”字形C“十”字形文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A
31、1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编
32、码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q
33、5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10
34、H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2
35、M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4
36、P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4
37、N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8D“丁”字形14、_GPS主要用于中、小城市，城镇及测图、地籍、土地信息、房产、物探等的控制测量。AA 级BB 级CC 级DD 级EE 级15、水准测量误差的来源主要有_。A仪器本身误差B仪器和标尺升沉误差C外界条件影响产
38、生的误差D测量人员测量技术欠缺导致的误差E整平误差16、GPS的卫星轨道相邻轨道面邻星相位差为_。A30B40C50D6017、我国 NGPSN 网的施测与精度情况已经达到了国际先进水平，实现了我国大地坐标框架的精度 _量级的飞跃。A从 10-4 到 10-5 B从 10-5 到 10-6 C从 10-6 到 10-7 D从 10-7 到 10-8 18、国产 DS1 精密水准仪每千米往返测平均高差中误差为_。A0.3mm B1mm C1.5mm D2mm 19、根据民用建筑设计通则(GB50325-2005)的规定，三级建筑物为 _以上，适用于次要的建筑。A3050 年B4060 年C508
39、0 年D50100 年20、下列选项不属于平板仪精确安置的步骤的是_。A对中B整平C放样D定向21、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尽量瞄准目标底部文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I
40、8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:
41、CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S
42、7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2
43、 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6
44、N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8
45、 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N1
46、0Z8A1I8C盘左、盘右观测D测回间改变度盘起始位置22、任何一项测设工作都是由放样依据、_、放样数据等三个部分组成。A高程B角度C坐标D放样方法、23、在导线测量中，三等边角网的测距相对中误差应（）。A≤1/10 万B≤1/12 万C≤l/16 万D≤1/18 万24、在测量平面直角坐标系中，横轴为_。AX 轴，向北为正BY 轴，向东为正CX 轴，向东为正DY 轴，向北为正25、静态相对定位的精度很高，在_控制测量工作中均用此法。A公路B桥梁C隧道D渠道E土坝文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7
47、K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2
48、HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N
49、5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8
50、ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10Z8A1I8文档编码:CC8Q5S7K10H2 HF2M6N5M4P8 ZN4N10