水利工程测量坐标转换计算表

1、方方位位角角计计算算表表1 1 坐标xy坐标增量 测站3148312.42540602231.374x0y0 后视3148229.51940602133.835-82.906-97.539 后视坐标弧度方位角4.007907713 后视坐标角度方位角229.6361968 后视方位角(度、分、秒)2293810.31 平距128.013 方方位位角角计计算算表表2 2 坐标xy坐标增量 起点3148258.32440602293.716x0y0 终点3148341.68640602202.18983.362-91.527 后视坐标弧度方位角5.451134265 后视坐标角度方位角312.32

2、69872 后视方位角(度、分、秒)3121937.15 平距123.800 控控制制坐坐标标 施施工工坐坐标标 计计算算表表 序号 假设施工坐标原点的控制坐标施工坐标系x轴正向方位角控制坐标施工坐标 x0y0度分秒换算弧度xyx1y1 13349501.07940599817.5013255522.6 5.688428493351145.56240598705.0631985.4071985.4070.000.00 23349501.07940599817.5013255522.6 5.688428493351145.56240598705.0631985.4071985.4070.000.

3、00 3 4 5 6 7 8 9 10 11 12 13 14 15 施施工工坐坐标标 控控制制坐坐标标 计计算算表表 序号 假设施工坐标原点的控制坐标施工坐标系x轴正向方位角施工坐标控制坐标测点 x0y0度分秒换算弧度x1y1xy 13349501.07940599817.5013255522.6 5.688428491985.4070.0003351145.5613351145.56140598705.06340598705.063 23349501.07940599817.5013255522.6 5.688428491985.4070.0003351145.5613351145.561

4、40598705.06340598705.063 33148258.32440602293.71631219 37.15 5.451134250.00020.8003148273.7023148273.70240602307.72240602307.722x1 43148258.32440602293.71631219 37.15 5.451134252.00020.8003148275.0483148275.04840602306.24340602306.243x2 53148258.32440602293.71631219 37.15 5.4511342538.000100.7203148

5、358.3753148358.37540602333.44340602333.443x3 63148258.32440602293.71631219 37.15 5.4511342568.000100.7203148378.5763148378.57640602311.26440602311.264x4 73148258.32440602293.71631219 37.15 5.45113425109.30020.8003148347.3003148347.30040602226.91540602226.915x5 83148258.32440602293.71631219 37.15 5.4511342511