路线纵断面高程计算(全线)

路线纵断面高程计算
变坡点前直线坡度(上坡 变坡点后直线坡度(上坡
为正，下坡为负）
为正，下坡为负）
0.035
-0.04363
提示
R
1100 T
43.2500 E
0.850
wenku.baidu.com
输入数据全部以米为单 位，坡度以小数点表示
竖曲线起点 K0+056.750 竖曲线终点 K0+143.250
红色为待 输入数
据！蓝色 为输出数
489.991 489.867 489.720
0.07 0.07 0.07 0.07 0.07 0.0671 0.0590 0.0481 0.0365 0.0267 0.0208 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.0182 0.0081 -0.0072
0.07 0.07 0.07 0.07 0.07 0.0648 0.0503 0.0306 0.0097 -0.0080 -0.0186 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.0206 -0.0240 -0.0291
481.070 480.852 480.634
-0.0356 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04
-0.04 -0.04
-0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04
-0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.0403 -0.0414 -0.0430
465.145 464.927 464.709 464.491 464.273 464.054 463.836 463.618 463.400 463.182 462.964 462.745
485.215 484.997 484.779 484.560 484.342 484.124 483.906 483.688 483.470 483.252 483.033 482.815 482.597 482.379 482.161 481.943 481.725 481.506 481.288
480.416 480.197 479.979 479.761
479.543 479.325 479.107 478.889 478.670 478.452 478.234 478.016 477.798 477.580 477.362 477.143 476.925 476.707 476.489 476.271 476.053 475.834 475.616 475.398 475.180 474.962
488.309 488.484 488.659 488.834
489.009 489.184 489.359 489.534 489.704 489.853
489.979 490.083 490.163 490.221 490.256 490.269 490.259 490.226 490.170 490.092
0.02 0.0200 0.0207 0.0224 0.0250 0.0282 0.0318 0.0356
-0.0449 -0.0468 -0.0485 -0.0496 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.0496 -0.0481 -0.0457 -0.0426 -0.0391 -0.0353 -0.0315 -0.0279 -0.0247 -0.0222 -0.0206 -0.02 -0.0200 -0.0185 -0.0144 -0.0084 -0.0009 0.0075 0.0164
MK0+585.000 MK0+590.000 MK0+595.000 MK0+600.000 MK0+605.000 MK0+608.623 MK0+610.000 MK0+615.000 MK0+620.000 MK0+625.000 MK0+630.000 MK0+635.000 MK0+640.000 MK0+645.000 MK0+650.000 MK0+655.000 MK0+660.000 MK0+665.000 MK0+670.000 MK0+675.000 MK0+680.000 MK0+685.000 MK0+690.000 MK0+695.000 MK0+700.000 MK0+705.000 MK0+710.000 MK0+714.086 MK0+715.000 MK0+720.000 MK0+725.000 MK0+730.000 MK0+735.000 MK0+740.000 MK0+745.000 MK0+750.000 MK0+755.000 MK0+760.000 MK0+765.000 MK0+770.000 MK0+772.910 MK0+775.000 MK0+780.000 MK0+785.000 MK0+790.000 MK0+795.000 MK0+800.000
-0.0385 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04
-0.04 -0.04
-0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04
-0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.0403 -0.0414 -0.0430
470.817 470.599 470.381 470.163 469.944
469.726 469.508 469.290 469.072 468.854 468.636 468.417 468.199 467.981 467.763 467.545 467.327 467.108 466.890 466.672 466.454 466.236 466.018 465.800 465.581 465.363
489.359
489.137 488.919 488.923 488.705 488.487
488.269 488.051
487.833 487.615 487.396 487.178 486.960 486.742 486.524 486.306 486.088 485.869 485.651 485.433
MK0+255.000 MK0+260.000 MK0+265.000 MK0+270.000 MK0+275.000 MK0+280.000 MK0+285.000 MK0+290.000 MK0+295.000 MK0+300.000 MK0+305.000 MK0+310.000 MK0+315.000 MK0+320.000 MK0+325.000 MK0+330.000 MK0+335.000 MK0+340.000 MK0+345.000 MK0+345.853 MK0+350.000 MK0+355.000 MK0+360.000
MK0+135.000 489.551
-0.0233
-0.0344
MK0+140.000 MK0+144.521 MK0+145.000 MK0+150.000 MK0+170.000 MK0+175.000 MK0+180.000
MK0+185.000 MK0+190.000
MK0+195.000 MK0+200.000 MK0+205.000 MK0+210.000 MK0+215.000 MK0+220.000 MK0+225.000 MK0+230.000 MK0+235.000 MK0+240.000 MK0+245.000 MK0+250.000
474.744 474.526 474.307 474.089 473.871 473.653 473.435 473.217 472.999 472.780 472.562
472.344 472.126 471.908 471.690 471.471 471.253 471.035
-0.0449 -0.0468 -0.0485 -0.0496 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.05 -0.0491 -0.0456 -0.0400 -0.0328 -0.0245 -0.0157 -0.0068 0.0015 0.0089 0.0148 0.0187
据
0.07 0.07
0.07 0.07
MK0+010.000 MK0+015.000
487.959 488.134
0.07 0.07
0.07 0.07
MK0+020.000 MK0+025.000 MK0+030.000 MK0+035.000 MK0+035.320 MK0+040.000 MK0+045.000 MK0+050.000 MK0+055.000 MK0+060.000 MK0+065.000 MK0+067.320 MK0+070.000 MK0+075.000 MK0+080.000 MK0+085.000 MK0+090.000 MK0+095.000 MK0+100.000 MK0+105.000 MK0+110.000 MK0+115.000 MK0+117.163 MK0+120.000 MK0+125.000 MK0+130.000
下一竖曲线起点 MK0+800.000 竖曲线形式 凸型 判断式 -1
邵武—三明高速公路 MB1标
桩号 MK0+000.000 MK0+005.000
变坡点桩号
MK0+100.000 变坡点高程
491.109 L
86.500
K00+056.750 至
K00+800.000
设计高程 487.609 487.784
MK0+365.000 MK0+370.000 MK0+375.000 MK0+380.000 MK0+384.489 MK0+385.000 MK0+390.000 MK0+395.000 MK0+400.000 MK0+405.000 MK0+410.000 MK0+415.000 MK0+420.000 MK0+425.000 MK0+430.000 MK0+435.000 MK0+440.000 MK0+445.000 MK0+450.000 MK0+455.000 MK0+460.000 MK0+465.000 MK0+470.000 MK0+475.000 MK0+480.000 MK0+485.000 MK0+490.000 MK0+490.976 MK0+495.000 MK0+500.000 MK0+505.000 MK0+510.000 MK0+515.000 MK0+520.000 MK0+525.000 MK0+530.000 MK0+535.000 MK0+540.000 MK0+545.000 MK0+549.799 MK0+550.000 MK0+555.000 MK0+560.000 MK0+565.000 MK0+570.000 MK0+575.000 MK0+580.000