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1、2015 年安徽省工程测量员中级模拟试题一、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、1:500001:10000 比例尺图按每幅1:100000 的图可分成 _的图，分别以(1)，(2)，(64)表示。A64 幅 1:10000 B64 幅 1:25000 C64幅 1:50000 D64 幅 1:100000 2、_常在量距精度要求不高时使用。A端点尺B刻度尺C皮尺D轻便钢卷尺3、多个测回观测水平方向时。要配置6033 52”，度盘上应该配置 _。A6230B6035C6030D60404、正坐标方位角与反坐标方位角相差_。A60B90C180D27
2、05、真误差为 _与真值之差。A改正数B算术平均数C中误差D观测值6、建筑场地的施工平面控制网的主要形式，有建筑方格网、导线和_。A建筑基线B建筑红线C建筑轴线D建筑法线7、在进行水准仪 i 角检验时，A、B 两点相距 80m，若将水准仪安置在A、B 两点中间，则所测得高差为hAB=0.125m；若将水准仪安置在距离B 点 23m 的地方，所测得的高差为h AB=0.186m，则水准仪的 i 角为_。A157”B-157”C0.00076”D-0.00076”8、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9、用全站仪进行距离或坐标测量前，不仅要设置正确的大气改正
3、数，还要设置_。A乘常数B湿度C棱镜常数D温度10、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、为了确定地面 _，必须测量水平角和水平距离。A两点之间的高差B直线坡度C点的高程D点的位置12、附合导线与闭合导线坐标计算不同之处在于_。A角度闭合差的计算；坐标增量闭合差的计算B坐标方位角的计算；角度闭合差的计算C坐标方位角的计算；坐标增量的计算D坐标增量计算；坐标增量闭合差计算13、上、下两个半测回所得角值差，应满足有关测量规定所规定的限差，对于DJ6 级经纬仪，限差一般为 _。A20”B30”C40”D50”14、山脊线也
4、称 _。A示坡线B集水线C山谷线D分水线15、对于工业与民用建筑，沿建筑物的周边每隔_应布设一个工作测点。A815m B1015m C1020m D1520m 16、地形图上等高线的分类为_。A特殊等高线文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7
5、 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3
6、V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3
7、文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:C
8、J10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W
9、6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3
10、HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R
11、10L1S7 ZT4S3V9J3Y3B计曲线C闭合等高线D首曲线E间曲线及助曲线17、1:500地形图应采用 _分幅。A国标B矩形C梯形D圆形18、全球定位系统城市测量技术规程规定，二级GPS控制网的最弱边相对误差为（）。A1/50000 B1/40000 C1/20000 D1/10000 19、全球定位系统城市测量技术规程规定，（）GPS 控制网的比例误差b210-6。A二等B三等C四等D一级20、施工测量采用经纬仪观测时，下列关于误差的注意事项的叙述，正确的有 _。A采用正倒镜法，取其平均值，以消除或减小误差对测角的影响B物镜、目镜要仔细对光以消除视差，要用十字线交点照准目标，投点时，铅
12、笔要与竖丝平行，以十字线交点照准铅笔尖C观测过程中要随时检查水准管气泡是否居中D在瞄准后视目标过程中，复测器械板上再转动水平微动，测微轮仪器要对齐指标线后再读数E仪器不平(横轴不水平)，望远镜绕横轴旋转扫出的是一个斜面，竖角越大，误差越大21、在导线测量中，四等边角网、一级边角网和二级边角网的测距中误差应（）。A≤±10mm B≤±12mm C≤±15mm D≤±16mm 22、用经纬仪测垂直角时，必须用_精确地瞄准目标的特定位置。A十字丝竖丝B十字丝横丝C部分十字丝竖丝和部分十字丝横丝相结合D十字丝交点23、用测
13、回法观测水平角，可以消除_。A2C 误差B估读误差C指标差文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 H
14、N9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R1
15、0L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7
16、ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V
17、9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文
18、档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ
19、10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3D横轴误差、大气折光误差E对中误差24、下列关于红外测距仪的使用叙述，正确的有_。A测距前应先检查电池电压是否
20、符合要求B在气温较低的条件下作业时，应有一定的预热时间C测距时使用相配套的反射棱镜D反射棱镜背面应避免有散射光的干扰，镜面应保持清洁E当观测数据出现错误时，应立即重新进行观测25、根据高斯投影原则将地球椭球面划分成地带后，我国领土的范围的通用横坐标换算为实际横坐标时，通用横坐标数中_均为带号。A第 1、2 两位B第 2、3 两位C第 5、6 两位D第 7、8 两位二、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、若地形点在图上的最大距离不能超过3cm，对于 1/500 的地形图，
21、相应地形点在实地的最大距离应为_。A15m B20m C30m D32m 2、图根导线的导线全长相对闭合差K 为（）。A1/8000 B1/6000 C1/5000 D1/2000 3、DS3 型水准仪的分划值约为 _。A10”/2mm B15”/2mm C20”/2mm D20”/4mm 4、下列关于地物描绘的叙述，正确的有_。A在测绘地形图时，对地物测绘的质量主要取决于地物特征点选择是否正确合理B在测绘地形图时，主要的地物特征点应独立测定C主要建筑物轮廓线的凹凸长度在图上大于0.4mm 时，需要表示出来D对于已测定的地物点应连接起来，随测随连，以便将图上测得的地物与地面进行实际对照E在 1
22、:500 比例尺的地形图上，主要地物轮廓凹凸大于0.5mm 时应在图上表示出来5、经纬仪在进行角度观测之前，不必要满足的条件是_。ALLVV 文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 H
23、N9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R1
24、0L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7
25、ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V
26、9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文
27、档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ
28、10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3BCCHH CHHVV D
29、CCL L6、望远镜一般由 _组成。A物镜B物镜调焦透镜C目镜D十字丝分划板E调焦螺旋7、（）适用于建筑设计总平面图布置比较简单的小型建筑场地。A建筑方格网B建筑基线C导线网D水准网8、四等水准测量中，同一站同一水准尺的红、黑面中丝读数差，不能超过_。A3m B2m C3mm D2mm 9、在附合导线坐标计算中，当用右角计算时，角度闭合差调整的原则是将闭合差（）分配到各观测角中。A磁北方向B真北方向C子午线方D坐标北方向10、在墙体施工测量中进行墙体定位时，若外墙轴线交角等于（），则把墙轴线延伸到基础墙的侧面，画出标志，作为向上投测轴线的依据。A30°B45°C60°D
30、90°11、工业厂房的吊车梁安装测量时，吊车粱两个端面上的中心线，只要分别与牛腿面上的中心线对齐即可，其误差应小于（）。A2mm B3mm C5mm D8mm 12、地图比例尺的大小是以 _来衡量的。A比例尺的分子B比例尺的倒数C比例尺的比值D比例尺的精度13、水准测量是利用水准仪所提供的_，通过读取垂直竖立在两点上的水准尺读数而测得高差的。文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3
31、Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码
32、:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C
33、3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F
34、3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z
35、1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1
36、S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4
37、S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3A倾斜视线B水平视线C铅垂线D方向线14、某乒乓球男子单打决赛在甲、乙两选手间进行，比赛采用7 局 4 胜制已知每局比赛甲选手战胜乙选手的概率均为0.7，则甲选手以 4:1 战胜乙选手的概率为_A0.70.73 B0.840.73 C0.30.73 D0.90.73 E以上结果均不正确15、全球定位系统城市测量技术规程 规定，四等 GPS控制网的平均距离为（）。A2km B3km C4km D5km 16、用角度
38、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17、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18、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19、下列选项不属于变形缝的是_。A伸缩缝B沉降缝C防震缝D防裂缝20、若 A、B 两点的高差为 0.5m，AB 直线的坡度为 2.5%，则在 1:500 的地形图上 A、B 两点的平距为 _。A20m B15m C0.4m D4m 21、水准测量时，尺垫应放置在_。文档编码:CJ10C3W6E3F3
39、 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1
40、R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S
41、7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S
42、3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y
43、3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:
44、CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3
45、W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3A水准点B转点C土质松软的水准点上D需要立尺的所有点22、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23、某直线的
46、坐标方位角为12123 36”，则反坐标方位角为（）。A238°36'24"B301°23'36"C58°36'24"D-58°36'24"24、设单位权中误差为 4”，某观测值的中误差为8”，则该观测值的权为 _。A0.25 B0.5 C2 D4 25、导线坐标计算的基本方法是（）。A坐标正算B坐标反算C坐标方位角推算D高差闭合差调整E导线全长闭合差计算文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L
47、1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT
48、4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J
49、3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编
50、码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10C3W6E3F3 HN9Z1R10L1S7 ZT4S3V9J3Y3文档编码:CJ10