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1、广西测绘职业技能鉴定工程测量员试题一、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、导线控制测量的观测值包括_。A水平角观测值B高差观测值C边长观测值D竖直角观测值E磁方位角观测值2、一对双面水准尺，其红面底端起始刻划值之差为_。A1m B0.5m C0.1m D0 3、若导线点需要保存较长时间，应埋设混凝土桩，桩顶嵌入带（）的金属标志，作为永久性标志。A“十”字B“一”字C“T”字D“V”字4、用钢尺进行直线丈量，应_。A尺身放平B确定好直线的坐标方位角C丈量水平
2、距离D目估或用经纬仪定线E进行往返丈量5、工业厂房常采用（）作控制网。A建筑基线B导线C建筑方格网D矩形网6、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7、四等水准测量中，黑面高差减红面高差0.1m 应不超过 _。A2mm B3mm C4mm D5mm 8、水准测量的误差来源有 _。A水准管气泡居中的误差B在水准尺上的估读误差C水准尺竖立不直的误差D仪器和尺子的升沉误差E水准管灵敏度较低的误差9、在导线测量中，四等边角网的平均边长为（）。文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档
3、编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3
4、U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A
5、4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO
6、6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10
7、H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 Z
8、N8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3
9、S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6A2km B3km C4km D5km 10、在水准网的主要技术要中，三等水准网要求每千米高差中误差应为_。A2 B4 C5 D6 11、某直线的坐标方位角为45，则下列象限角表示的直线和该直线重合的是_。A南偏西 45B南偏东 45C北偏西 45D北偏东
10、 4512、直线精密丈量方法要求每尺段应进行_次读数，以减小误差。A2 B3 C4 D5 13、楼层平面放线记录应标明（）。A楼层外轮廓线B楼层重要尺寸C控制轴线D指北针方向文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编
11、码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U
12、10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4
13、V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6
14、Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H
15、8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN
16、8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S
17、7K6E指南针方向14、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15、同样大小图幅的 1:500 与 1:2000 两张地形图，其实地面积之比是_。A1:4 B1:16 C4:1 D16:1 16、已知水准点 A 的高程为 8.500m，要测设高程为 8.350m的 B 点，若在 A、B两点间架设仪器后视 A 点的读数为 1.050m，则视线高和前视 B 点的读数应为 _。A9.400m；0.900m B9.400m；1.200m C9.550m；0.900m D9.550m；1.200m 17、如图 1 所示，OC=60.500m，β（&a
18、ng;AOC0）-β1（∠AOC）=+30"，则 CC0 的值为（）。A+0.009m B-0.009m C-0.0045m D+0.0045m 18、在资料类别编号中，施工测量记录编号为（）。AC1 文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9
19、 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2
20、D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O
21、4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G
22、7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K
23、6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:
24、CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10
25、Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6BC2 CC3 DC4 19、水准测量是利用水准仪提供的_来测定两点间高差的。A水平面B竖直面C水平视线D铅垂线20、根据 12 月 11 日实施的建筑设计防火规范(GB50016-2006)的规定，四级耐火等级防火分区的最大允许建筑面积为_。A1000m2 B800m2 C600m2 D500m2 21、用水准仪望远镜在标尺上读数时，应首先消除视差，产生视差的原因是_。A外界亮度不够B标尺不稳C标尺的成像面与十字丝平面没能重合D物镜调焦不好22、下列关于使用全站仪时应注意事项的叙述，错误的是_。A全站仪出箱时，应先看清楚装箱位置，
26、放平仪器箱，提起提手时，另一手托住基座，轻轻取出仪器B一般情况下不得自行拆装仪器部件，除非仪器有故障时，才可在专业人员指导下对仪器进行拆装修理C仪器适合温度为-2045，超过此环境范围不得使用D长期不用仪器时，应将电池取出文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6
27、Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H
28、8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN
29、8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S
30、7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编
31、码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U
32、10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4
33、V9 HO6Z2D10H8O4 ZN8G7Z3S7K623、通常取 _倍或 2 倍中误差作为极限误差。A1 B3 C4 D6 24、某地连续举办三场国际商业足球比赛，第二场观众比第一场减少了80%，第三场观众比第二场减少了50%，若第三场观众仅有2500人，则第一场观众有 _A15000人B20000 人C22500人D25000人E27500人25、常规的平面控制测量的基本形式有（）。A导线测量B三角测量CGPS控制测量D角度测量E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
34、 分）1、在一条水准路线上采用往返观测，可以消除_。A水准尺未竖直的误差B仪器升沉的误差C水准尺升沉的误差D两根水准尺零点不准确的误差文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2
35、D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O
36、4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G
37、7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K
38、6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:
39、CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10
40、Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K62、已知直线 AB 磁方位角为 5
41、840 52”，磁坐偏角为西偏220”，则该直线的坐标方位角为 _。A5840 52”B5842 52”C5843 12”D5838 32”3、地形图成图的方法主要有三种，下列选项不属于地形图成图的方法的是_。A航空摄影成图B平板仪测量成图C经纬仪测量成图D野外数字测量成图4、某测量员，使用钢尺测量 A、B 两点，AB 往测长为 300.06m，返测长为 299.96m，则相对误差为 _。A1/3000.1 B0.1/300.1 C1/3000.6 D0.1/300.06 5、一级钢尺量距导线的导线全长相对闭合差K 为（）。A1/10000 B1/7000 C1/5000 D1/2000 6、
42、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”文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8
43、O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8
44、G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7
45、K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码
46、:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U1
47、0Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V
48、9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6C2715 45”D20715 45”7、竖
49、盘读数为：8138 12”，27821 24”，则指标差为 _。A+O 24”B-0 24”C+0 12”D-0 12”8、工程放样最基本的方法是_。A角度放样B高差放样C高程放样D距离放样E坡度放样9、精密钢尺量距，一般要进行的三项改正是尺长改正、_改正和倾斜改正。A比例B高差C气压D温度10、方位式度盘可以用来直接测定_。A真方位角B磁方位角C坐标方位角D正方位角和反方位角11、导线坐标增量闭合差调整的方法为（）。A反符号按角度大小分配文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7
50、Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6文档编码:CB3U10Z9A4V9 HO6Z2D10H8O4 ZN8G7Z3S7K6