缓和曲线中边桩计算

527744.010 2922097.121
527742.700 2922092.311
527741.374 2922087.506
527740.033 2922082.709
527738.672 2922077.918
527737.292 2922073.135
527735.889 2922068.360
15
2922050.531 527731.531 2922054.091 527720.071
20
2922045.726 527730.022 2922049.356 527718.584
25
2922040.928 527728.482 2922044.632 527717.068
30
35
40
45
50
c2 A2 β0 T2 直线方位角(度分秒) 直线方位角(度) 直线反向方位角(弧度)
HZ点坐标(N,E)
YH点坐标(X0,Y0)
67600 260
0.00106383 251.460 236° 13′ 18.0″
236.2216667 0.981253194 2921746.204 527474.950 143.4932615 -7.335840035
70
K10+753.594 2922061.878 527728.713
75
K10+758.594 2922057.091 527727.270
80
K10+763.594 2922052.311 527725.801
85
K10+768.594 2922047.541 527724.303
90
K10+773.594 2922042.780 527722.775
20
K10+703.594 2922110.059 527742.066
25
K10+708.594 2922105.224 527740.792
30
K10+713.594 2922100.392 527739.509
35
K10+718.594 2922095.562 527738.216
40
K10+723.594 2922090.735 527736.910
300
2922108.536 527747.869 2922111.583 527736.263
305
2922103.691 527746.593 2922106.758 527734.991
310
2922098.846 527745.307 2922101.937 527733.712
315
2922094.003 527744.010 2922097.121 527732.422
曲线长 242.859 145 150 155 160 165 170 175 180 185 190 195 200 205 210 215 220 225 230 235 240 245 250 255 260 265 270 275
2921993.553 527711.006 2921998.213 527699.947
K10+688.594 2922124.574
K10+693.594 2922119.735
K10+698.594 2922114.896
K10+703.594 2922110.059
K10+708.594 2922105.224
K10+713.594 2922100.392
K10+718.594 2922095.562
340
2922069.813 527737.292 2922073.135 527725.760
0
2922064.985 527735.889 2922068.360 527724.373
5
2922060.162 527734.462 2922063.594 527722.964
10
2922055.344 527733.010 2922058.837 527721.530
527734.462 2922063.594
527733.010 2922058.837
527731.531 2922054.091
527730.022 2922049.356
527728.482 2922044.632
527726.910 2922039.920
527725.304 2922035.222
45
K10+728.594 2922085.913 527735.590
50
K10+733.594 2922081.095 527734.254
55
K10+738.594 2922076.282 527732.900
60
K10+743.594 2922071.474 527731.526
65
K10+748.594 2922066.673 527730.131
N左 2921989.986 2922123.066 2922118.224 2922113.380 2922108.536 2922103.691 2922098.846 2922094.003 2922089.160 2922084.319 2922079.481 2922074.645 2922069.813 2922064.985 2922060.162 2922055.344 2922050.531 2922045.726 2922040.928 2922036.139 2922031.358 2922026.588 2922021.828 2922017.080 2922012.345 2922007.623 2922002.917 2921998.226
E右 527698.463 527740.044 527738.787 527737.527 527736.263 527734.991 527733.712 527732.422 527731.121 527729.805 527728.475 527727.127 527725.760 527724.373 527722.964 527721.530 527720.071 527718.584 527717.068 527715.522 527713.943 527712.329 527710.681 527708.994 527707.269 527705.504 527703.696 527701.844
140
K10+823.594 2921995.883 527705.477
0
K10+683.594 #DIV/0!
#DIV/0!
5
K10+688.594 2922124.574 527745.851
10
K10+693.594 2922119.735 527744.594
15
K10+698.594 2922114.896 527743.332
K10+758.594 2922057.091
K10+763.594 2922052.311
K10+768.594 2922047.541
K10+773.594 2922042.780
K10+778.594 2922038.029
K10+783.594 2922033.290
K10+788.594 2922028.562
K10+828.594
2921991.286
K10+833.594
2921986.710
K10+838.594
边桩坐标(ZH-HY段)
E左
N右
527709.483 2921994.735
Biblioteka Baidu
527751.659 2922126.082
527750.400 2922121.246
527749.138 2922116.413
527747.869 2922111.583
527746.593 2922106.758
527745.307 2922101.937
K10+793.594 2922023.848
K10+798.594 2922019.147
K10+803.594 2922014.460
K10+808.594 2922009.790
K10+813.594 2922005.136
K10+818.594 2922000.500
E 527703.973 527745.851 527744.594 527743.332 527742.066 527740.792 527739.509 527738.216 527736.910 527735.590 527734.254 527732.900 527731.526 527730.131 527728.713 527727.270 527725.801 527724.303 527722.775 527721.216 527719.623 527717.995 527716.330 527714.627 527712.884 527711.099 527709.270 527707.397
194° 32′ 36.5″
直线方位角(弧度)
3.395424129
转角值(左偏-1，右偏+1)
1 41° 40′ 41.6″
JD交点坐标(N,E)
2921886.011 527683.962
ZH点坐标(N,E)
2922129.414 527747.107
HY点坐标(X0,Y0)
143.493 7.335840
320
2922089.160 527742.700 2922092.311 527731.121
325
2922084.319 527741.374 2922087.506 527729.805
330
2922079.481 527740.033 2922082.709 527728.475
335
2922074.645 527738.672 2922077.918 527727.127
55
60
65
70
75
80
85
90
95
100
105
110 115 120 125 130 135 140 145 150 155 160 165 170 175 180 185 190 195 200 205 210 215 220 225
中桩(HY-YH段)
桩号
N
K10+926.453(QZ)
2921906.199
527723.661 2922030.537
527721.980 2922025.867
527720.260 2922021.213
527718.499 2922016.576
527716.694 2922011.956
527714.845 2922007.355
527712.949 2922002.774
在红色区域内输入参数，其他数据自动计算！
1
曲线要素
-1
ZH-YH段
ZH点桩号
K10+683.594
加密间距ΔL(m)
5
半径R
470
第一缓和线长Ls1(l0) c1
143.830 67600
A1
260
β0（弧度） T1
0.153010638 251.460
曲线长度(L)
485.718
直线方位角(度分秒)
自动计算！
曲线中边桩坐标计算
曲线长l 143.830 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135
坐标计算(ZH-HY段)
中桩(ZH-HY段)
桩号
N
K10+827.424(HY) 2921992.360
280
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
285
2922123.066 527751.659 2922126.082 527740.044
290
2922118.224 527750.400 2922121.246 527738.787
295
2922113.380 527749.138 2922116.413 527737.527
p内移距
1.84468592
1.833960009
m切垂距
71.85854861
71.85887692
HY点桩号
K10+827.424(HY)
YH点桩号
K11+025.482(YH)
道路半宽a
6
QZ点桩号 HZ点桩号 第二缓和线长Ls2
YH-HZ段 K10+926.453 K11+169.312 143.830
K10+723.594 2922090.735
K10+728.594 2922085.913
K10+733.594 2922081.095
K10+738.594 2922076.282
K10+743.594 2922071.474
K10+748.594 2922066.673
K10+753.594 2922061.878