施工测量计算程序(全)

竖曲线设计高程计算
直坡高程 1009.894 1010.004 1010.114 1010.224 1010.334 1010.444 1010.554 1010.664 1010.774 1010.884 1010.994 1011.104 1011.214 1011.324 1011.434 1011.544 1011.654 1011.764 1011.874 1011.984 1012.094 1012.204 1012.314 1012.424 1012.534 1012.644
954.445 954.419 954.396 954.377 954.360 954.695 954.819 954.842 954.900
954.095 954.069 954.046 954.027 954.010 954.345 954.469 954.492 954.550
0.1
954.660
1014.086 1014.385 1014.696 1015.020 1015.356 1015.705 1016.066 1016.440 1016.826 1017.225 1017.636 1018.060 1018.496 1018.945 1019.406 1019.880 1020.366 1020.865 1021.376 1021.900 1022.436 1022.985 1023.546 1024.120 1024.706
955.130
955.115
954.900
0.35
954.660 954.634 954.611 954.592 954.575 954.910 955.034 955.057 955.115
954.310 954.284 954.261 954.242 954.225 954.560 954.684 954.707 954.765
1010.3125 1010.2988
水稳顶标高
搭板顶标高
954.792
127270 127275 127280 127285 127290 127391 127403 127405 127410
127270 127275 127280 127285 127290 127391
K123+460 K123+470 K123+480 K123+490 K123+500 K123+510 K123+520 K123+530 K123+540 K123+550 K123+560 K123+570 K123+580 K123+590 K123+600 K123+610 K123+620 K123+630 K123+640 K123+650 K123+660 K123+670 K123+680 K123+690 K123+700
Fra Baidu bibliotek
1012.754 1012.864 1012.974 1013.084 1013.194 1013.304 1013.414 1013.524 1013.634 1013.744 1013.854 1013.964 1014.074 1014.184 1014.294 1014.404 1014.514 1014.624 1014.734 1014.844 1014.954 1015.064 1015.174 1015.284 1015.394
954.560
954.634
954.534
954.611
954.511
954.592
954.492
954.575
954.475
954.910
954.810
954.445 954.419 954.396 954.377 954.360 954.695
954.345 954.319 954.296 954.277 954.260 954.595
设计高程 1010.706 1010.680 1010.666 1010.665 1010.676 1010.700 1010.736 1010.785 1010.846 1010.920 1011.006 1011.105 1011.216 1011.340 1011.476 1011.625 1011.786 1011.960 1012.146 1012.345 1012.556 1012.780 1013.016 1013.265 1013.526 1013.800
高程改正值 0.812 0.676 0.552 0.441 0.342 0.256 0.182 0.121 0.072 0.036 0.012 0.001 0.002 0.016 0.042 0.081 0.132 0.196 0.272 0.361 0.462 0.576 0.702 0.841 0.992 1.156
955.034 955.057 955.115
954.934 954.957 955.015
954.819 954.842 954.900
954.719 954.742 954.800
变坡点桩号
m
K123+150.000
变坡点高程
m
1009.344
已知条件
前坡段坡度 (i1)% -3
后坡段坡度 (i2)% 1.1
竖曲线半径 R
8000
竖曲线类型 凸-1，凹+1
1
坡度差 ω
0.041
曲线长 L
328
相关参数计算结果
切线长 T
164
外矩 E
1.681
起点桩号
终点桩号
m
m
K122+986.000 K123+314.000
1.332 1.521 1.722 1.936 2.162 2.401 2.652 2.916 3.192 3.481 3.782 4.096 4.422 4.761 5.112 5.476 5.852 6.241 6.642 7.056 7.482 7.921 8.372 8.836 9.312
搭板顶标高
954.445
954.649
954.634
954.419
954.626
954.611
954.396
954.607
954.592
954.377
954.590
954.575
954.360
954.925
954.910
954.695
955.049
955.034
954.819
955.072
955.057
954.842
127403 127405 127410
里程
127270.000 127275.000 127280.000 127285.000 127290.000 127391.000 127403.000 127405.000 127410.000
设计标高 偏距1
偏距2
0.75
11.5
954.675
954.660
里程桩号 K123+200 K123+210 K123+220 K123+230 K123+240 K123+250 K123+260 K123+270 K123+280 K123+290 K123+300 K123+310 K123+320 K123+330 K123+340 K123+350 K123+360 K123+370 K123+380 K123+390 K123+400 K123+410 K123+420 K123+430 K123+440 K123+450