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1、技能大赛模拟考试（中级）（A）（考试时间：120 分钟）姓名：参赛证号：题号一二三四五总分得分一、是非题（对的画“”、错的画“”，每题 1 分，共 20 分）1测量过程中仪器对中均以铅垂线方向为依据，因此铅垂线是测量外业的基准线。（）2根据计量法规，只要从正规厂家购买有出厂合格证的测量仪器与钢尺，就可以在工作岗位上合法使用。（）3根据法定计量单位规定：兆（106）与大于兆的词头符号一律用大写正体，如兆（106）与吉 咖（109）的符号为M 与 G；千（103）与小于千的词头一律用小写正体，如千（103）、百（102）、厘（10-2）与毫（10-3）的符号为k、h、c 与 m。为此，把千克、公里
2、写成KG、KM 是错误的。（）4方位角的取值范围为0 180。（）5高斯投影是一种等面积投影方式。（）6测量使用的高斯平面直角坐标系与数学使用的笛卡儿坐标系的区别是：x 与 y 轴互换，第一象限相同，象限逆时针编号。（）7高程测量时，测区位于半径为10km 的范围内时，可以用水平面代替水准面。（）8某段距离丈量的平均值为100m，其往返较差为+4mm，其相对误差为1/2500。（）9地形图的比例尺用分子为1 的分数形式表示时，分母大，比例尺大，表示地形详细。（）10自动安平水准仪，没有管水准器。（）11若施工场地中，只有 2 个坐标点和1 个高程点做为建（构）筑物定位和定标高的依据，由于没有校
3、核条件，则应向建设单位与设计单位提出增加校核条件，否则平面及高程定位出现错误，施工单位不承担责任。（）12地球上自由静止的水面称为大地水准面。（）13我国 1956 年黄海高程系统，规定采用青岛验潮站求得的1950 年 1956 年 7 年的黄海平均海水面作为全国统一高程基准面，其绝对高程为零。（）14地面点的高程通常是指该点到参考椭球面的垂直距离。（）15现行测量规范中规定，以3倍的中误差作为极限误差。（）16直线方位角与该直线的反方位角相差90。（）17用一般方法测设水平角时，应采用盘左盘右取中的方法。（）18影响三角高程测量精度的主要因素是大气垂直折光的影响。（）19用经纬仪与钢尺在ZY
4、 点上，后视JD 点以偏角法测设圆曲线辅点的传统测法中，实质上是经纬仪给出辅点弦切角的方向与钢尺量出辅点间弦长相交，而定出各辅点点位的，此法致命的缺点是逐点量弦长而产生累积性误差。（）20 在建筑物定位验线与基础验线中，均首先要特别注意建筑物自身几何尺寸不要出错。（）二、选择题（单选或多选。把正确答案的序号填在各题横线上，每题1 分，共10 分。对多选题，全选对得1 分，否则不得分）1高差与水平距离之（C）为坡度。A 和 B 差 C 比 D 积2在高斯平面直角坐标系中，纵轴为（C）。A X 轴，向东为正B Y 轴，向东为正C X 轴，向北为正D Y 轴，向北为正3水准仪i 角误差是指水平视线与
5、水准轴之间的（B）。A 在垂直面上投影的交角B 在水平面上投影的交角C 在空间的交角D 在参考椭球面上投影的交角4双面水准尺的“黑红面零点差”一般为（）。A 4687；B 4787；C 592500；D 301550。5在水准测量中，若后视点A 的读数大，前视点B 的读数小，则有（B）。AA 点比 B 点低BA 点比 B 点高CA 点与 B 点可能同高DA、B 点的高低取决于仪器高度6在地形图上有高程分别为26m、27m、28m、29m、30m、31m、32m 的等高线，则需加粗的等高线为（）m。A26、31 B27、32 C29 D30 7导线测量角度闭合差的调整方法是（A）。A 反号按角度
6、个数平均分配B 反号按角度大小比例分配文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3
7、V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF
8、9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8
9、Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7
10、R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:
11、CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 H
12、Q8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3C 反号按边数平均分配D 反号按边长比例分配8水准测量中，设后尺A 的读数 a=2.713m，前尺 B 的读数为 b=1.401m，已知 A 点高程为15.000m，则视线高程为（）m。A、13.688B、16.312C、16
13、.401D、17.713 9转动目镜调焦螺旋的目的是使（B）十分清晰。A、物像B、十字丝分划板C、物像与十字丝分划板D、对中点位10地面上有A、B、C 三点，已知AB 边的坐标方位角AB=3523，测得左夹角ABC=89 34，则 CB 边的坐标方位角CB=（B）。A、12457B、30457C、5411D、30549三、填空题（把答案填在各空横线上，每题1 分，共 10分。对多空题，全选对得 1 分，否则不得分）1衡量测量精度的标准，通常用中误差、相对误差、和极限误差来表示。2在同一幅地形图上，等高线平距越大，则地面坡度越小。3水准测量测站检核可以采用或双面尺法测量两次高差。4在 12000
14、 地形图上，量得某直线的图上距离为18.17cm，则实地长度为36.34m。5道路线路上采用的平面曲线通常有最常用的，以及、综合曲线、复曲线、回头曲线。6圆曲线的要素包括：、。7圆曲线的详细测设的方法一般有最常用的，以及、弦线偏距法等。8在道路变坡点处必须采用设置在竖直面内的竖面曲线连接两个坡段。竖曲线按顶点位置可分为和；按性质又可分为我国普遍采用的竖曲线和抛物线型竖曲线。9道路横断面测量可分为、和绘制横断面图三个步骤。10长弦偏角法测设曲线的主要特点是。四、计算题（每题 10 分，共 40 分）1完成下列四等水准记录、计算测站编号后尺下丝前尺下丝方向及尺号标尺读数(m)K+黑-红(mm)高差
15、中数(m)备注上丝上丝后视距(m)前视距(m)黑面红面视距差 d(m)d(m)文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J
16、5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W
17、4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3
18、文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H
19、4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O
20、8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9
21、J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J31 1.571 0.739 后 105 0 K105=4.787(m)K106=4.687(m)1.197 0.363 前 106-1 0374 0.376 后-前-0.002-0.00
22、2 2 2.121 2.196 后 106 0 1.747 1.821 前 105-1 后-前2已知图中AB的坐标方位角，观测了图中四个水平角，试计算边长B1，12，23，34 的坐标方位角。3 已知两基准点A、B 的坐标分别是XA=125.320m，YA=52.610m；XB=234.112m，YB=24.868m。现需根据A、B 两点放样一设计点P，其设计坐标为：XP=101.224m，YP=89.969m。如按极坐标法放样，试计算放样要素并简述放样步骤。如果测设点要求精度较高，还应如何？文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4
23、S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A
24、10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V
25、6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9
26、W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z
27、1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R
28、3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:C
29、F9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J34已知线路一交点 JD 的里程桩号为：DK 11+390.8，转向角 =12 23 10，线路待测设的圆曲线半径R=500m。（1）、试计算圆曲线测设主点的要素及主点的里程；（2）、简述测设圆曲线主点的方法步骤。五、简答题（每题5 分，共 20 分）1试简要叙述水准仪圆水准器轴平行于仪器竖轴的检验、校正方法。文档编码:CF9W4S2H4J5 HQ8Z1A10O8W
30、4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3
31、文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H
32、4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O
33、8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9
34、J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S
35、2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A1
36、0O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J32画图叙述已知水平角度归化放样法的方法步骤。3等高线具有哪些主要特点？4测设点的平面位置的方法有哪些？各适用于什么场合？（A）一、是非题（每题1 分，共 20 分）123456789101112 131415 16 17181920二、选择题（每题1 分，共 10 分。对多选题，全选对得1 分，否则不得分）1C2C 3
37、A 4AB5A 6D 7A 8B 9B 10A 三、填空题（每题1 分，共 10 分。对多空题，全选对得1 分，否则不得分）1中误差、相对误差、极限误差（允许误差）2越小（越缓）3变动仪器高（或双仪高、两次仪器高）4363.40 5圆（单）曲线、缓和曲线6切线长（T）、曲线长（L）、外矢距（E0）7偏角法（长弦、短弦）、切线支距法8凸型竖曲线、凹型竖曲线、圆曲线型9测定横断面方向、施测横断面文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z
38、1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R
39、3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:C
40、F9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ
41、8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO
42、7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码
43、:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5
44、HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J310测点误差不积累四、计算题（每题10 分，共 40 分）1完成下列四等水准记录、计算测站编号后尺下丝前尺下丝方向及尺号标尺读数(m)K+黑-红(mm)高差中数(m)备注上丝上丝后视距(m)前视距(m)黑面红面视距差 d(m)d(m)1 1.571 0.739 后 105 1.384 6.171 0 K105=4.787(m)K106=4.687(m)1.197 0.363 前 106 0.551 5.239-1 37.4 37.6 后-前+0.833+0.932+
45、1+0.832-0.2-0.2 2 2.121 2.196 后 106 1.934 6.621 0 1.747 1.821 前 105 2.008 6.796-1 37.437.5后-前-0.074-0.175+1-0.074-0.1-0.32解：1B1971527+902925-180=10744 52121074452+1061632-180=34012423340124+2705248-180=12454 12341245412+2993546-180=24429583答案要点：1）标定要素计算.(6 分)4041345BA122 4917AP360()137 0737ABA PS=44
46、.456m 2)标定将经纬仪安置在A 点，后视B 点，用正倒镜分中法测设角，在其方向上测设距离S 得到P点。(2 分)如 果 测 设 点 要 求 精 度 较 高，精 确 测 定 及S，计 算 归 化 量，对P 点 进 行 归 化 修正。(2 分)4答案要点：1）54.256()2TR tgm108.089()180LRm(sec1)2.935()2cos2RERRm20.423DTLmJD DK 11+390.8 文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W
47、4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1
48、A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3
49、V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF
50、9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8Z1A10O8W4 ZO7R3V6S9J3文档编码:CF9W4S2H4J5 HQ8