测量坐标资料编写程序
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实测方位角 359°28′47.82″ °15′11.54″ °53′17.87″ 1°21′57.08″ 1°39′50.34″ 1°45′29.12″ 1°37′22.42″ 1°22′52.87″ 1°07′01.18″ °49′40.65″ °34′29.50″ °23′57.06″ °18′52.76″ °20′18.08″ °29′12.63″ °41′29.39″ °55′38.59″ 1°12′08.06″ 1°31′35.63″ 1°54′54.02″ 2°23′19.03″ 2°58′43.58″ 3°44′03.56″ 4°44′08.59″ 6°19′17.68″ 9°31′16.09″ 15°42′30.82″ 27°44′18.16″ 50°17′44.74″ 81°19′43.49″ 105°24′15.34″ 119°26′49.67″ 127°42′30.07″ 132°56′41.51″
实测坐标
起点桩号 计算距离 计算方位角
K0+000.000 125.503 3°23′38.37″
桩号间距 实测距离 实测角度
10.00 125.526
183°23′35.37″
实测坐标 Y 2211.947 2215.806 2218.760 2220.779 2221.846 2221.951 2221.101 2219.889 2218.678 2217.471 2216.484 2215.830 2215.508 2215.520 2215.852 2216.270 2216.688 2217.106 2217.524 2217.943 2218.361 2218.779 2219.197 2219.615 2220.211 2221.447 2223.340 2225.884 2229.066 2232.872 2237.183 2241.545 2245.907 2250.269
计算方位角 359°28′47.82″ °15′11.54″ °53′17.87″ 1°21′57.08″ 1°39′50.34″ 1°45′29.12″ 1°37′22.42″ 1°22′52.87″ 1°07′01.18″ °49′40.65″ °34′29.50″ °23′57.06″ °18′52.76″ °20′18.08″ °29′12.63″ °41′29.39″ °55′38.59″ 1°12′08.06″ 1°31′35.63″ 1°54′54.02″ 2°23′19.03″ 2°58′43.58″ 3°44′03.56″ 4°44′08.59″ 6°19′17.68″ 9°31′16.09″ 15°42′30.82″ 27°44′18.16″ 50°17′44.74″ 81°19′43.49″ 105°24′15.34″ 119°26′49.67″ 127°42′30.07″ 132°56′41.51″
计算距离 288.989 279.759 270.238 260.490 250.583 240.595 230.614 220.659 210.709 200.763 190.800 180.817 170.821 160.822 150.830 140.844 130.860 120.878 110.899 100.925 90.956 80.996 71.046 61.112 51.234 41.574 32.394 24.308 18.842 18.514 23.456 30.977 39.610 48.769
结果非常满意 允许偏差
OK 0 mm
指标参数选择 0 是否输出成果表 0 输出
0.5 0
实测距离 288.989 279.759 270.238 260.490 250.583 240.595 230.614 220.659 210.709 200.763 190.800 180.817 170.821 160.822 150.830 140.844 130.860 120.878 110.899 100.925 90.956 80.996 71.046 61.112 51.234 41.574 32.394 24.308 18.842 18.514 23.456 30.977 39.610 48.769
设计坐标 X 2385.694 2376.473 2366.923 2357.133 2347.194 2337.198 2327.238 2317.312 2307.386 2297.459 2287.508 2277.530 2267.535 2257.536 2247.542 2237.551 2227.559 2217.568 2207.577 2197.586 2187.594 2177.603 2167.612 2157.621 2147.640 2137.718 2127.901 2118.232 2108.754 2099.508 2090.486 2081.488 2072.490 2063.491 Y 2211.947 2215.806 2218.760 2220.779 2221.846 2221.951 2221.101 2219.889 2218.678 2217.471 2216.484 2215.830 2215.508 2215.520 2215.852 2216.270 2216.688 2217.106 2217.524 2217.943 2218.361 2218.779 2219.197 2219.615 2220.211 2221.447 2223.340 2225.884 2229.066 2232.872 2237.183 2241.545 2245.907 2250.269 X 2385.694 2376.473 2366.923 2357.133 2347.194 2337.198 2327.238 2317.312 2307.386 2297.459 2287.508 2277.530 2267.535 2257.536 2247.542 2237.551 2227.559 2217.568 2207.577 2197.586 2187.594 2177.603 2167.612 2157.621 2147.640 2137.718 2127.901 2118.232 2108.754 2099.508 2090.486 2081.488 2072.490 2063.491
施工放样记录表
测站X= 后视X= 2096.717 2222.000
终点桩号 测站Y= 后视Y=
K0+330.000 2214.570 2222.000
桩号 K0+000.000 K0+010.000 K0+020.000 K0+030.000 K0+040.000 K0+050.000 K0+060.000 K0+070.000 K0+080.000 K0+090.000 K0+100.000 K0+110.000 K0+120.000 K0+130.000 K0+140.000 K0+150.000 K0+160.000 K0+170.000 K0+180.000 K0+190.000 K0+200.00Baidu Nhomakorabea K0+210.000 K0+220.000 K0+230.000 K0+240.000 K0+250.000 K0+260.000 K0+270.000 K0+280.000 K0+290.000 K0+300.000 K0+310.000 K0+320.000 K0+330.000