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1、2015 年下半年江苏省工程测量员初级理论试题一、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、下列选项属于精密水准仪的使用要点的有_。A水准仪、水准尺应定期检校，以减少外界环境对仪器造成的误差B视线长度、前后视距差、累计视距差和仪器高都应符合观测等级的要求C仪器应安稳精平，水准尺应利用水准管气泡保持竖直D立尺点(尺垫、观测站点、沉降观测点)应有良好的稳定性，防止点位变化E应了解水准尺尺面分划特点和注字顺序2、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 D
2、C 级 GPS的固定误差 8 ED 级 GPS的固定误差 10 3、在距离丈量中，衡量丈量精度的标准是_。A相对误差B中误差C往返误差D真误差4、控制经纬仪照准部运动的螺旋是_。A微动螺旋B制动螺旋和微动螺旋C微倾螺旋D制动螺旋5、施工测量验线工作的基本准则要求独立验线，（）等应尽量与放线工作无关。A观测人员B仪器设备C测法D观测路线E施工定位6、在进行竖直角观测时，若瞄准的是与目标在同一水平面的其他点，则所测竖直角的结果与实际上的角值相比_。A增大B减小C不变D不能确定7、山脊的最高棱线称为山脊线或_。A上谷线B集水线C分水线D示坡线8、竖角亦称倾角，是指在同一垂直面内倾斜视线与水平线之间的
3、夹角，其角值范围为 _。A0360B0 180C0 90D0909、罗盘仪度盘的最小分划为1或 30，每_做一注记。A5B10C12D1510、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11、同一直线上的正、反方位角的关系为_。ABA=AB90BBA=AB180CBA=AB+90DBA=AB+18012、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
4、较均匀，便于控制整个测区13、对三角形进行 5 次等精度观测，其真误差(闭合差)为：+4”、-3”、+1”、-2”、+6”，则该组观测值的精度 _。A不相等B相等C最高为+1”D最高为+4”14、定位高层建（构）筑物主要轴线时，位于群桩外周边桩位，测设偏差不得大于桩径或桩边长（方形桩）的（）。A1/4 B1/5 C1/8 D1/10 15、1:1000比例尺的地形图，其比例尺精度为_。A0.05m B0.1m 文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A
5、9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A
6、9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A
7、9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A
8、9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A
9、9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A
10、9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A
11、9B1 HB7N9L2B5X7 ZO5A9T3O8N9C0.5mm D1m 16、四等水准测量中，基辅分划(黑、红面)所测高差之差应小于或等于_。A2.0mm B3.0mm C4.0mm D5.0mm 17、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18、三角高程测量的观测值不包括_。A竖直角B仪器高度C觇标高度D水平角19、在一张图纸上等高距不变时，等高线平距与地面坡度的关系是_。A平距大则坡度小B平距大则坡度大C平距大则坡度不变D平距小则坡度小20、下列关于测量学的叙述，错误的是_。A测量学是研究地球的形状、大小，以及确定
12、地面点位置的科学B测量学的最终目的是为人们了解自然和改造自然服务C地形测量学研究的内容可以用文字和数字记录，但不能用图形表示D大地测量学可以分为常规大地测量与卫星大地测量两部分21、采用水准测量时，为了消除角误差对一测站高差值的影响，可将水准仪置在_处。A靠近前尺B两尺中间C靠近后尺D任意22、将测量模型数字化、采样并记入磁介质，由计算机屏幕编辑，用数控绘图仪绘制的地图为 _。A数值地图B计算机地图C电子地图D数字地图23、某导线全长 620m，纵横坐标增量闭合差分别为fx=0.12m，fy=-0.16m，则导线全长闭合差为（）。A-0.04m B0.14m C0.20m 文档编码:CR5N4
13、T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 Z
14、O5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4
15、T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 Z
16、O5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4
17、T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 Z
18、O5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4
19、T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9D0.28m 24、（）GPS控制网的布设可采用快速静态定位测量的方法。AA 级BB 级CC 级DD 级EE 级25、1:5000比例尺的地形图，其比例尺精度为_。A0.05m B0.1m C0.2mm D0.5m 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
20、、三级钢尺量距导线的测角中误差为（）。A±4"B±6"C±8"D±12"2、全球定位系统城市测量技术规程 规定，三等 GPS控制网的比例误差b（）。A3×10-6 B4×10-6 C5×10-6 D6×10-6 3、下列关于微倾式水准仪轴线的叙述，错误的是_。A圆水准器轴-L LB竖轴-VV C管水准器轴-LL D视准轴-V V4、DJ2 级光学经纬仪半测回归零差为_。A5”B6”C8”D10”5、等高线与山脊线、山谷线的关系为_。A垂直B平行C相交D
21、不相交6、_GPS主要用于局部变形监测和各种精密工程测量。AA 级BB 级CC 级文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB
22、7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N
23、9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB
24、7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N
25、9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB
26、7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N
27、9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9DD 级7、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”8、圆水准器轴是圆水准器内壁圆弧零点的_。A切线B法线C垂线D水平线9、经纬仪的竖盘按顺时针方向注记，当
28、视线水平时，盘左竖盘读数为90，用该仪器观测一高处目标，盘左读数为7510 24”则此目标的竖角为 _。A5710 24”B-1449 36”C1449 36”D1810 24”10、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11、设 A、B 为平面控制点，已知：AB=2
29、637，xB=287.36，yB=364.25，待测点 P 的坐标 xP=30362，yP=338.28，设在 B 点安置仪器用极坐标法测设P 点，BA 为（）。A26°37'B116°37'C206°37'D296°37'12、下列选项不属于角度测量的注意事项的是_。A观测时间应避开大风、雾天、烈日等不利的天气B测量时应尽量瞄准目标的底部，视线应避开烟雾、建筑物、水面等C在使用仪器时，用力应轻而均匀，且制动螺旋不宜拧得过紧D在进行角度测量时，一测回中不允许平整仪器13、如图 7-2 所示，已知直线A、B 坐标方位角为&alpha
30、;AB，B 点处的转折角为β。当β为右角时，则直线BC 的坐标方位角αBC 为（）。AαBC=αAB+β-180°BαBC=αAB-β+180°CαBC=αAB-β-180°DαBC=αAB+β+180°14、普通水准测量时，在水准尺上读数通常应读至_。A0.1mm B5mm 文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N
31、9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文
32、档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N
33、9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文
34、档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N
35、9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文
36、档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N
37、9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9C1mm D1cm 15、表示旋转椭球大小的参数为_。A长半轴 a和短半轴 b B长半轴 a和扁率 C短半轴 b 和扁率 D长半轴 a、短半轴 b 和扁率 16、目前，我国采用的高程基准是_ A高斯平面直角坐标B1980 年国家大地坐标系C1985年国家高程基准D黄海高程系统17、绝对高程的起算面是 _。A水平面B大地水准面C假定水准面D横断面18、两不同高程的点，其坡度应为两点（）之比，再乘以100%。A高差与其平距B高差与其斜距C平距与其斜距D斜距与其高差19、水准器的分划
38、值越大，说明_。A内圆弧的半径大B其灵敏度低C气泡整平困难D整平精度高20、在高程测量允许偏差中，当测量距离为0.1km 时，四等测量允许偏差为3，一般工程允许偏差为 _。A13 B15 C18 D20 21、下列关于 GPS控制测量的叙述，正确的有（）。A现在，大地控制测量和大部分工程控制测量基本上都用GPS接收机来完成BAA 级 GPS控制网是建立地心参考框架的基础C 全球定位系统城市测量技术规程规定GPS 网按相邻点的平均距离和精度划分为三、四等和一级、二级D 全球定位系统城市测量技术规程规定在布网时可以逐级布设、越级布设或布设同级全面网E区域性 GPS 大地控制网、GPS精密工程控制网
39、、GPS 变形监测、线路GPS控制网等已基本取代了常规大地控制网22、大地水准面是 _。A大地体的表面文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N
40、4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7
41、ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N
42、4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7
43、ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N
44、4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7
45、ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9B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23、1:500001:10000 比例尺图按每幅1:100000 的图，划分成 _的图，分别在1:100000的图号后写上各自的代号A，B，C，D。A2 幅 1:100000 B4 幅 1:50000
46、C5幅 1:50000 D10 幅 1:25000 24、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25、下列选项不属于施工测量组织管理制度的是（）。A测量管理机构设置及职责B各级岗位责任制度及职责分工C人员培训及考核制度D测量仪器定期检定制度文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:
47、CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B
48、5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:
49、CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B
50、5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码:CR5N4T7A9B1 HB7N9L2B5X7 ZO5A9T3O8N9文档编码: