路线纵断面高程计算.xls

路路线线纵纵断断面面高高程程计计算算 变变坡坡点点桩桩号号 变变坡坡点点前前直直线线坡坡度度( (上上坡坡为为正正 ，下下坡坡为为负负） 变变坡坡点点后后直直线线坡坡度度( (上上坡坡为为正正 ，下下坡坡为为负负） 提提示示 ak0+297.534-0.030570.03499 红红色色为为待待 输输入入数数据据 ！蓝蓝色色为为 输输出出数数据据 下下一一竖竖曲曲线线起起点点变变坡坡点点高高程程r r输输入入数数据据全全部部以以米米为为单单位位，坡坡 度度以以小小数数点点表表示示 ak0+380.000485.1901600 竖竖曲曲线线形形式式 l l t t竖竖曲曲线线起起点点 凹型52.4500k00+245.084 判判断断式式 104.900 e e竖竖曲曲线线终终点点 10.860k00+349.984 邵邵武武三三明明高高速速公公路路 mb1标标 k00+245.084 至至 k00+380.000 桩号设计高程 ak0+212.950487.776-0.03 ak0+220.000487.560-0.0318 ak0+225.000487.408-0.0344 ak0+230.000487.255-0.0371 ak0+235.000487.102-0.0393 ak0+239.323-0.04 ak0+240.000486.949-0.04 ak0+245.000486.796-0.04 ak0+250.000486.651-0.04 ak0+255.000486.521-0.04 ak0+260.000486.407-0.04 ak0+265.000486.309-0.04 ak0+270.000486.226-0.04 ak0+275.000486.159-0.04 ak0+279.371-0.04 ak0+280.000486.107-0.0400 ak0+285.000486.071-0.0377 ak0+290.000486.051-0.0323 ak0+295.000486.046-0.0244 ak0+300.000486.057-0.0144 ak0+305.000486.084-0.0030 ak0+310.000486.1260.0092 ak0+315.000486.1840.0217 ak0+320.000486.2570.0339 ak0+325.000486.3460.0452 ak0+330.000486.4510.0550 ak0+335.000486.5710.0628 ak0+340.000486.7070.0680 ak0+345.000486.8590.0700 ak0+345.2890.07 ak0+350.000487.0260.07 ak0+355.000487.2010.07 ak0+360.000487.3760.07 ak0+365.000487.5510.07 ak0+370.000487.7260.07 ak0+370.140487.7310.07 路路线线纵纵断断面面高高程程计计算算 变变坡坡点点桩桩号号 变变坡坡点点前前直直线线坡坡度度( (上上坡坡为为正正 ，下下坡坡为为负负） 变变坡坡点点后后直直线线坡坡度度( (上上坡坡为为正正 ，下下坡坡为为负负） 提提示示 bk0+070.000-0.035-0.02812 红红色色为为待待 输输入入数数据据 ！蓝蓝色色为为 输输出出数数据据 下下一一竖竖曲曲线线起起点点变变坡坡点点高高程程r r输输入入数数据据全全部部以以米米为为单单位位，坡坡 度度以以小小数数点点表表示示 bk0+110.000485.0368797.57 竖竖曲曲线线形形式式 l l t t竖竖曲曲线线起起点点 凹型30.2600k0+039.740 判判断断式式 60.520 e e竖竖曲曲线线终终点点 10.052k0+100.260 邵邵武武三三明明高高速速公公路路 mb1标标 k00+039.740 至至 k00+110.000 桩号设计高程 bk0+000.000487.486-0.07 bk0+005.000487.311-0.07 bk0+010.000487.136-0.07 bk0+015.000486.961-0.07 bk0+020.000486.786-0.07 bk0+025.000486.611-0.07 bk0+030.000486.436-0.07 bk0+035.000486.261-0.07 bk0+040.000486.086-0.07 bk0+045.000485.913-0.07 bk0+050.000485.742-0.07 bk0+055.000485.574-0.07 bk0+060.000485.409-0.07 bk0+065.000485.247-0.07 bk0+070.000485.088-0.07 bk0+070.541-0.07 bk0+075.000484.932 bk0+080.000484.778-0.0603 bk0+085.000484.627-0.0506 bk0+090.000484.480-0.0406 bk0+095.000484.335-0.0329 bk0+100.000484.192-0.0295 bk0+100.260484.185-0.0295 路路线线纵纵断断面面高高程程计计算算 变变坡坡点点桩桩号号 变变坡坡点点前前直直线线坡坡度度( (上上坡坡为为正正 ，下下坡坡为为负负） 变变坡坡点点后后直直线线坡坡度度( (上上坡坡为为正正 ，下下坡坡为为负负） 提提示示 ck0+228.0000.016310.05373 红红色色为为待待 输输入入数数据据 ！蓝蓝色色为为 输输出出数数据据 下下一一竖竖曲曲线线起起点点变变坡坡点点高高程程r r输输入入数数据据全全部部以以米米为为单单位位，坡坡 度度以以小小数数点点表表示示 ck0+395.000475.5011694.13 竖竖曲曲线线形形式式 l l t t竖竖曲曲线线起起点点 凹型31.6900k0+196.310 判判断断式式 63.380 e e竖竖曲曲线线终终点点 10.296k0+259.690 邵邵武武三三明明高高速速公公路路 mb1标标 k00+196.310 至至 k00+395.000 桩号设计高程 ck0+196.310474.984-0.02 ck0+200.000475.048-0.02 ck0+205.000475.148-0.02 ck0+210.000475.263-0.02 ck0+215.000475.392-0.02 ck0+220.000475.536-0.02 ck0+225.000475.695-0.02 ck0+230.000475.869-0.02 ck0+235.000476.057-0.02 ck0+240.000476.260-0.02 ck0+245.000476.478-0.02 ck0+250.000476.711-0.02 ck0+255.000476.958-0.02 ck0+260.000477.220-0.02 ck0+265.000477.489-0.02 ck0+270.000477.757-0.02 ck0+275.000478.026-0.02 ck0+280.000478.295-0.02 ck0+285.000478.563-0.02 ck0+290.000478.832-0.02 ck0+295.000479.101-0.02 ck0+299.021-0.02 ck0+300.000479.369-0.0200 ck0+305.000479.638-0.0210 ck0+310.000479.907-0.0231 ck0+315.000480.175-0.0260 ck0+320.000480.444-0.0293 ck0+325.000480.712-0.0326 ck0+330.000480.981-0.0357 ck0+335.000481.250-0.0382 ck0+340.000481.518-0.0397 ck0+343.120-0.04 ck0+345.000481.787-0.04 ck0+350.000482.056-0.04 ck0+355.000482.324-0.04 ck0+360.000482.593-0.04 ck0+365.000482.862-0.04 ck0+368.706-0.04 ck0+370.000483.130-0.0401 ck0+375.000483.399-0.0427 ck0+380.000483.668-0.0473 ck0+385.000483.936-0.0527 ck0+390.000484.205-0.0574 ck0+395.000484.474-0.0599 ck0+396.261-0.06 路路线线纵纵断断面面高高程程计计算算 变变坡坡点点桩桩号号 变变坡坡点点前前直直线线坡坡度度( (上上坡坡为为正正 ，下下坡坡为为负负） 变变坡坡点点后后直直线线坡坡度度( (上上坡坡为为正正 ，下下坡坡为为负负） 提提示示 ck0+425.0000.05373-0.03967 红红色色为为待待 输输入入数数据据 ！蓝蓝色色为为 输输出出数数据据 下下一一竖竖曲曲线线起起点点变变坡坡点点高高程程r r输输入入数数据据全全部部以以米米为为单单位位，坡坡 度度以以小小数数点点表表示示 ck0+455.000486.085616.57 竖竖曲曲线线形形式式 l l t t竖竖曲曲线线起起点点 凸型28.7900k0+396.210 判判断断式式 57.580 e e竖竖曲曲线线终终点点 -10.672k0+453.790 邵邵武武三三明明高高速速公公路路 mb1标标 k00+396.210 至至 k00+455.000 桩号设计高程 ck0+400.000484.730-0.06 ck0+405.000484.948-0.06 ck0+410.000485.125-0.06 ck0+415.000485.261-0.06 ck0+420.000485.357-0.06 ck0+425.000485.413-0.06 ck0+430.000485.428-0.06 ck0+435.000485.402-0.06 ck0+440.000485.336-0.06 ck0+444.666-0.06 ck0+445.000485.229-0.0599 ck0+450.000485.082-0.0475 ck0+453.791484.943-0.04 路路线线纵纵断断面面高高程程计计算算 变变坡坡点点桩桩号号 变变坡坡点点前前直直线线坡坡度度( (上上坡坡为为正正 ，下下坡坡为为负负） 变变坡坡点点后后直直线线坡坡度度( (上上坡坡为为正正 ，下下坡坡为为负负） 提提示示 dk0+105.0000.04213-0.02215 红红色色为为待待 输输入入数数据据 ！蓝蓝色色为为 输输出出数数据据 下下一一竖竖曲曲线线起起点点变变坡坡点点高高程程r r输输入入数数据据全全部部以以米米为为单单位位，坡坡 度度以以小小数数点点表表示示 dk0+137.000488.178975.44 竖竖曲曲线线形形式式 l l t t竖竖曲曲线线起起点点 凸型31.3500k0+073.650 判判断断式式 62.700 e e竖竖曲曲线线终终点点 -10.504k0+136.350 邵邵武武三三明明高高速速公公路路 mb1标标 k00+073.650 至至 k00+137.000 桩号设计高程 dk0+073.650486.857-0.02 dk0+075.000486.913-0.02 dk0+080.000487.104-0.02 dk0+085.000487.269-0.02 dk0+090.000487.409-0.02 dk0+095.000487.523-0.02 dk0+100.000487.611-0.02 dk0+105.000487.674-0.02 dk0+110.000487.711-0.02 dk0+115.000487.723-0.02 dk0+120.000487.709-0.02 dk0+125.000487.669-0.02 dk0+130.000487.604-0.02 dk0+135.000487.513-0.02 dk0+140.000487.403-0.02 dk0+145.000487.292-0.02 dk0+150.000487.182-0.02 dk0+155.000487.071-0.02 dk0+160.000486.960-0.02 dk0+165.000486.849-0.02 dk0+170.000486.739-0.02 dk0+175.000486.628-0.02 dk0+180.000486.517-0.02 dk0+185.000486.406-0.02 dk0+190.000486.296-0.02 dk0+195.000486.185-0.02 路路线线纵纵断断面面高高程程计计算算 变变坡坡点点桩桩号号 变变坡坡点点前前直直线线坡坡度度( (上上坡坡为为正正 ，下下坡坡为为负负） 变变坡坡点点后后直直线线坡坡度度( (上上坡坡为为正正 ，下下坡坡为为负负） 提提示示 dk0+230.000-0.022150.03223 红红色色为为待待 输输入入数数据据 ！蓝蓝色色为为 输输出出数数据据 下下一一竖竖曲曲线线起起点点变变坡坡点点高高程程r r输输入入数数据据全全部部以以米米为为单单位位，坡坡 度度以以小小数数点点表表示示 dk0+265.000485.4091278.9 竖竖曲曲线线形形式式 l l t t竖竖曲曲线线起起点点 凹型34.7800k0+195.220 判判断断式式 69.560 e e竖竖曲曲线线终终点点 10.473k0+264.780 邵邵武武三三明明高高速速公公路路 mb1标标 k00+195.220 至至 k00+265.000 桩号设计高程 dk0+200.000486.082-0.02 dk0+205.000486.000-0.02 dk0+210.000485.937-0.02 dk0+215.000485.894-0.02 dk0+220.000485.871-0.02 dk0+225.000485.866-0.02 dk0+230.000485.882-0.02 dk0+235.000485.917-0.02 dk0+240.000485.971-0.02 dk0+245.000486.045-0.02 dk0+250.000486.139-0.02 dk0+255.000486.252-0.02 dk0+260.000486.385-0.02 dk0+264.777486.530-0.02 路路线线纵纵断断面面高高程程计计算算 变变坡坡点点桩桩号号 变变坡坡点点前前直直线线坡坡度度( (上上坡坡 为为正正，下下坡坡为为负负） 变变坡坡点点后后直直线线坡坡度度( (上上坡坡 为为正正，下下坡坡为为负负） 提提示示 mk0+100.0000.035-0.04363 红红色色为为待待 输输入入数数据据 ！蓝蓝色色为为 输输出出数数据据 下下一一竖竖曲曲线线起起点点变变坡坡点点高高程程r r输输入入数数据据全全部部以以米米为为单单位位 ，坡坡度度以以小小数数点点表表示示 mk0+800.000491.1091100 竖竖曲曲线线形形式式 l l t t竖竖曲曲线线起起点点 凸型43.2500k0+056.750 判判断断式式 86.500 e e竖竖曲曲线线终终点点 -10.850k0+143.250 邵邵武武三三明明高高速速公公路路 mb1标标 k00+056.750 至至 k00+800.000 桩号设计高程 mk0+000.000487.6090.070.07 mk0+005.000487.7840.070.07 mk0+010.000487.9590.070.07 mk0+015.000488.1340.070.07 mk0+020.000488.3090.070.07 mk0+025.000488.4840.070.07 mk0+030.000488.6590.070.07 mk0+035.000488.8340.070.07 mk0+035.3200.070.07 mk0+040.000489.0090.06710.0648 mk0+045.000489.1840.05900.0503 mk0+050.000489.3590.04810.0306 mk0+055.000489.5340.03650.0097 mk0+060.000489.7040.0267-0.0080 mk0+065.000489.8530.0208-0.0186 mk0+067.3200.02-0.02 mk0+070.000489.9790.02-0.02 mk0+075.000490.0830.02-0.02 mk0+080.000490.1630.02-0.02 mk0+085.000490.2210.02-0.02 mk0+090.000490.2560.02-0.02 mk0+095.000490.2690.02-0.02 mk0+100.000490.2590.02-0.02 mk0+105.000490.2260.02-0.02 mk0+110.000490.1700.02-0.02 mk0+115.000490.0920.02-0.02 mk0+117.1630.02-0.02 mk0+120.000489.9910.0182-0.0206 mk0+125.000489.8670.0081-0.0240 mk0+130.000489.720-0.0072-0.0291 mk0+135.000489.551-0.0233-0.0344 mk0+140.000489.359-0.0356-0.0385 mk0+144.521-0.04-0.04 mk0+145.000489.137-0.04-0.04 mk0+150.000488.919-0.04-0.04 mk0+170.000488.923-0.04-0.04 mk0+175.000488.705-0.04-0.04 mk0+180.000488.487-0.04-0.04 mk0+185.000488.269-0.04-0.04 mk0+190.000488.051-0.04-0.04 mk0+195.000487.833-0.04-0.04 mk0+200.000487.615-0.04-0.04 mk0+205.000487.396-0.04-0.04 mk0+210.000487.178-0.04-0.04 mk0+215.000486.960-0.04-0.04 mk0+220.000486.742-0.04-0.04 mk0+225.000486.524-0.04-0.04 mk0+230.000486.306-0.04-0.04 mk0+235.000486.088-0.04-0.04 mk0+240.000485.869-0.04-0.04 mk0+245.000485.651-0.04-0.04 mk0+250.000485.433-0.04-0.04 mk0+255.000485.215-0.04-0.04 mk0+260.000484.997-0.04-0.04 mk0+265.000484.779-0.04-0.04 mk0+270.000484.560-0.04-0.04 mk0+275.000484.342-0.04-0.04 mk0+280.000484.124-0.04-0.04 mk0+285.000483.906-0.04-0.04 mk0+290.000483.688-0.04-0.04 mk0+295.000483.470-0.04-0.04 mk0+300.000483.252-0.04-0.04 mk0+305.000483.033-0.04-0.04 mk0+310.000482.815-0.04-0.04 mk0+315.000482.597-0.04-0.04 mk0+320.000482.379-0.04-0.04 mk0+325.000482.161-0.04-0.04 mk0+330.000481.943-0.04-0.04 mk0+335.000481.725-0.04-0.04 mk0+340.000481.506-0.04-0.04 mk0+345.000481.288-0.04-0.04 mk0+345.853-0.04-0.04 mk0+350.000481.070-0.0403-0.0403 mk0+355.000480.852-0.0414-0.0414 mk0+360.000480.634-0.0430-0.0430 mk0+365.000480.416-0.0449-0.0449 mk0+370.000480.197-0.0468-0.0468 mk0+375.000479.979-0.0485-0.0485 mk0+380.000479.761-0.0496-0.0496 mk0+384.489-0.05-0.05 mk0+385.000479.543-0.05-0.05 mk0+390.000479.325-0.05-0.05 mk0+395.000479.107-0.05-0.05 mk0+400.000478.889-0.05-0.05 mk0+405.000478.670-0.05-0.05 mk0+410.000478.452-0.05-0.05 mk0+415.000478.234-0.05-0.05 mk0+420.000478.016-0.05-0.05 mk0+425.000477.798-0.05-0.05 mk0+430.000477.580-0.05-0.05 mk0+435.000477.362-0.05-0.05 mk0+440.000477.143-0.05-0.05 mk0+445.000476.925-0.05-0.05 mk0+450.000476.707-0.05-0.05 mk0+455.000476.489-0.05-0.05 mk0+460.000476.271-0.05-0.05 mk0+465.000476.053-0.05-0.05 mk0+470.000475.834-0.05-0.05 mk0+475.000475.616-0.05-0.05 mk0+480.000475.398-0.05-0.05 mk0+485.000475.180-0.05-0.05 mk0+490.000474.962-0.05-0.05 mk0+490.976-0.05-0.05 mk0+495.000474.744-0.0491-0.0496 mk0+500.000474.526-0.0456-0.0481 mk0+505.000474.307-0.0400-0.0457 mk0+510.000474.089-0.0328-0.0426 mk0+515.000473.871-0.0245-0.0391 mk0+520.000473.653-0.0157-0.0353 mk0+525.000473.435-0.0068-0.0315 mk0+530.000473.2170.0015-0.0279 mk0+535.000472.9990.0089-0.0247 mk0+540.000472.7800.0148-0.0222 mk0+545.000472.5620.0187-0.0206 mk0+549.7990.02-0.02 mk0+550.000472.3440.0200-0.0200 mk0+555.000472.1260.0207-0.0185 mk0+560.000471.9080.0224-0.0144 mk0+565.000471.6900.0250-0.0084 mk0+570.000471.4710.0282-0.0009 mk0+575.000471.2530.03180.0075 mk0+580.000471.0350.03560.0164 mk0+585.000470.8170.03940.0252 mk0+590.000470.5990.04290.0334 mk0+595.000470.3810.04590.0405 mk0+600.000470.1630.04830.0459 mk0+605.000469.9440.04970.0492 mk0+608.6230.050.05 mk0+610.000469.7260.050.05 mk0+615.000469.5080.050.05 mk0+620.000469.2900.050.05 mk0+625.000469.0720.050.05 mk0+630.000468.8540.050.05 mk0+635.000468.6360.050.05 mk0+640.000468.4170.050.05 mk0+645.000468.1990.050.05 mk0+650.000467.9810.050.05 mk0+655.000467.7630.050.05 mk0+660.000467.5450.050.05 mk0+665.000467.3270.050.05 mk0+670.000467.1080.050.05 mk0+675.000466.8900.050.05 mk0+680.000466.6720.050.05 mk0+685.000466.4540.050.05 mk0+690.000466.2360.050.05 mk0+695.000466.0180.050.05 mk0+700.000465.8000.050.05 mk0+705.000465.5810.050.05 mk0+710.000465.3630.050.05 mk0+714.0860.050.05 mk0+715.000465.1450.05000.0499 mk0+720.000464.9270.04920.0480 mk0+725.000464.7090.04730.0437 mk0+730.000464.4910.04460.0374 mk0+735.000464.2730.04130.0297 mk0+740.000464.0540.03770.0212 mk0+745.000463.8360.03390.0123 mk0+750.000463.6180.03010.0036 mk0+755.000463.4000.0266-0.0045 mk0+760.000463.1820.0237-0.0114 mk0+765.000462.9640.0215-0.0165 mk0+770.000462.7450.0202-0.0195 mk0+772.9100.02-0.02 mk0+775.000462.5270.02-0.02 mk0+780.000462.3090.02-0.02 mk0+785.000462.0910.02-0.02 mk0+790.000461.8730.02-0.02 mk0+795.000461.6550.02-0.02 mk0+800.000461.4370.02-0.02 mk0+805.000461.2180.02-0.02 mk0+810.000461.0000.02-0.02 路路线线纵纵断断面面高高程程计计算算路路线线纵纵断断面面高高程程计计算算( (正正确确) ) 变变坡坡点点桩桩号号 变变坡坡点点前前直直线线坡坡度度( (上上 坡坡为为正正，下下坡坡为为负负） 变变坡坡点点后后直直线线坡坡度度( (上上 坡坡为为正正，下下坡坡为为负负） 提提示示 dk0+880.000-0.04363-0.02 红红色色为为待待 输输入入数数据据 ！蓝蓝色色为为 输输出出数数据据 下下一一竖竖曲曲线线起起点点变变坡坡点点高高程程r r输输入入数数据据全全部部以以米米为为单单 位位，坡坡度度以以小小数数点点表表示示 下下一一竖竖曲曲线线起起点点 dk0+980.000457.9465800mk1+170.000 竖竖曲曲线线形形式式 l l t t竖竖曲曲线线起起点点竖竖曲曲线线形形式式 凹型68.5300k0+811.470凸型 判判断断式式 137.060 e e竖竖曲曲线线终终点点判判断断式式 10.405k0+948.530-1 邵邵武武三三明明高高速速公公路路 mb1标标 k00+811.470 邵邵武武三三明明高高速速公公路路 mb1标标 至至 k00+980.000 桩号设计高程桩号 mk0+815.000460.7830.02-0.02mk1+070.000 mk0+820.000460.5700.02-0.02mk1+075.000 mk0+825.000460.3610.02-0.02mk1+080.000 mk0+830.000460.1570.02-0.02mk1+085.000 mk1+086.777 mk0+835.000459.9570.02-0.02mk1+090.000 mk0+840.000459.7610.02-0.02mk1+095.000 mk0+845.000459.5700.02-0.02mk1+100.000 mk0+850.000459.3830.02-0.02mk1+105.000 0.02-0.02 mk0+855.000459.2000.02-0.02mk1+110.000 mk0+860.000459.0220.02-0.02mk1+115.000 mk0+865.000458.8470.02-0.02mk1+120.000 mk0+870.000458.6780.02-0.02mk1+125.000 mk0+875.000458.5120.02-0.02mk1+130.000 mk0+880.000458.3510.02-0.02mk1+135.000 0.02-0.02 mk0+885.000458.1940.02-0.02mk1+140.000 mk0+890.000458.0410.02-0.02mk1+145.000 mk0+895.000457.8930.02-0.02mk1+150.000 mk0+900.000457.7490.02-0.02mk1+155.000 mk0+905.000457.6090.02-0.02mk1+160.000 mk0+910.000457.4740.02-0.02mk1+165.000 mk0+915.000457.3430.02-0.02mk1+170.000 mk0+920.000457.2160.02-0.02mk1+175.000 mk0+925.000457.0940.02-0.02mk1+180.000 mk0+930.000456.9760.02-0.02mk1+185.000 0.02-0.02 mk0+935.000456.8620.02-0.02mk1+190.000 mk0+940.000456.7520.02-0.02mk1+195.000 mk0+945.000456.6470.02-0.02mk1+200.000 mk0+950.000456.5460.02-0.02mk1+205.000 mk0+955.000456.4460.02-0.02mk1+210.000 0.02-0.02mk1+212.664 mk0+960.000456.3460.02-0.02mk1+215.000 mk0+965.000456.2460.02-0.02mk1+220.000 mk0+970.000456.1460.02-0.02mk1+225.000 mk0+975.000456.0460.02-0.02mk1+230.000 mk0+980.000455.9460.02-0.02mk1+235.000 mk0+985.000455.8460.02-0.02mk1+240.000 mk0+990.000455.7460.02-0.02mk1+245.000 mk1+247.664 mk0+995.000455.6460.02-0.02mk1+250.000 mk1+000.000455.5460.02-0.02mk1+255.000 mk1+005.000455.4460.02-0.02mk1+260.000 mk1+010.000455.3460.02-0.02mk1+265.000 mk1+015.000455.2460.02-0.02mk1+270.000 mk1+020.000455.1460.02-0.02mk1+275.000 mk1+025.000455.0460.02-0.02mk1+280.000 mk1+030.000454.9460.02-0.02mk1+280.064 mk1+035.000454.8460.02-0.02 mk1+040.000454.7460.02-0.02 mk1+045.000454.6460.02-0.02 mk1+050.000454.5460.02-0.02 mk1+051.7770.02-0.02 mk1+055.000454.4460.0210-0.0181 mk1+060.000454.3460.0256-0.0088 mk1+065.000454.2460.03280.0056 mk1+070.000454.1460.04120.0225 mk1+075.000454.0440.04950.0389 mk1+080.000453.9360.05610.0522 mk1+085.000453.8240.05970.0594 mk1+086.7770.060.06 路路线线纵纵断断面面高高程程计计算算 变变坡坡点点桩桩号号 变变坡坡点点前前直直线线坡坡度度( (上上 坡坡为为正正，下下坡坡为为负负） 变变坡坡点点后后直直线线坡坡度度( (上上 坡坡为为正正，下下坡坡为为负负） 提提示示变变坡坡点点桩桩号号 mk1+120.000-0.02-0.04 红红色色为为待待 输输入入数数据据 ！蓝蓝色色为为 输输出出数数据据 mk1+320.000 变变坡坡点点高高程程r r输输入入数数据据全全部部以以米米为为单单 位位，坡坡度度以以小小数数点点表表示示 下下一一竖竖曲曲线线起起点点变变坡坡点点高高程程 453.1465000mk1+370.000445.146 l l t t竖竖曲曲线线起起点点竖竖曲曲线线形形式式 l l 50.0000k0+070.000凸型 100.000 e e竖竖曲曲线线终终点点判判断断式式 49.110 0.250k0+170.000-1 k00+070.000 邵邵武武三三明明高高速速公公路路 mb1标标 k00+270.890 至至至至 k00+170.000k00+370.000 设计高程桩号设计高程 454.1460.04120.0225mk1+275.000446.945 454.0440.04950.0389mk1+280.000446.740 mk1+280.064 453.9360.05610.0522mk1+285.000446.532 453.8240.05970.0594mk1+290.000446.320 0.060.06 453.7060.060.06mk1+295.000446.104 453.5840.060.06mk1+300.000445.885 453.4560.060.06mk1+305.000445.663 453.3240.060.06mk1+310.000445.437 453.1860.060.06mk1+315.000445.207 453.0440.060.06mk1+320.000444.974 452.8960.060.06mk1+325.000444.737 452.7440.060.06mk1+330.000444.496 452.5860.060.06mk1+335.000444.252 452.4240.060.06mk1+340.000444.005 452.2560.060.06mk1+345.000443.754 452.0840.060.06mk1+350.000443.499 451.9060.060.06mk1+355.000443.241 451.7240.060.06mk1+360.000442.979 451.5360.060.06mk1+365.000442.713 451.3440.060.06mk1+370.000442.445 451.1460.060.06mk1+375.000442.175 450.9460.060.06mk1+380.000441.905 450.7460.060.06mk1+385.000441.635 450.5460.060.06mk1+390.000441.364 450.3460.060.06mk1+395.000441.094 450.1460.060.06mk1+400.000440.824 449.9460.060.06mk1+405.000440.554 mk1+405.445 449.7460.060.06mk1+410.000440.284 449.5460.060.06mk1+415.000440.014 路路线线纵纵断断面面高高程程计计算算( (正正确确) ) 0.060.06 449.3460.05950.0590mk1+420.000439.744 449.1460.05550.0509mk1+425.000439.473 448.9460.04860.0372mk1+430.000439.203 448.7460.04030.0206mk1+435.000438.933 448.5460.03190.0038mk1+440.000438.663 mk1+441.545 448.3460.0249-0.0102mk1+445.000438.393 448.1460.0207-0.0187mk1+450.000438.123 0.02-0.02 447.9460.0192-0.0203mk1+455.000437.852 447.7460.0132-0.0223mk1+460.000437.582 447.5460.0029-0.0257mk1+465.000437.312 447.346-0.0096-0.0299mk1+470.000437.042 447.146-0.0221-0.0340mk1+475.000436.772 446.945-0.0326-0.0375mk1+480.000436.502 446.740-0.0390-0.0397mk1+485.000436.232 -0.04-0.04mk1+490.000435.961 mk1+495.000435.691 mk1+500.000435.421 mk1+505.000435.151 mk1+510.000434.881 mk1+515.000434.611 mk1+520.000434.341 mk1+525.000434.070 mk1+530.000433.800 mk1+535.000433.530 mk1+540.000433.260 mk1+545.000432.990 mk1+550.000432.720 mk1+555.000432.449 mk1+560.000432.179 mk1+565.000431.909 mk1+570.000431.639 mk1+575.000431.369 mk1+580.000431.099 mk1+585.000430.829 mk1+590.000430.558 mk1+595.000430.288 路路线线纵纵断断面面高高程程计计算算 变变坡坡点点前前直直线线坡坡度度( (上上坡坡为为正正 ，下下坡坡为为负负） 变变坡坡点点后后直直线线坡坡度度( (上上坡坡为为正正 ，下下坡坡为为负负） 提提示示变变坡坡点点桩桩号号 -0.04-0.05403 红红色色为为待待 输输入入数数据据 ！蓝蓝色色为为 输输出出数数据据 mk1+640.000 r r输输入入数数据据全全部部以以米米为为单单位位，坡坡 度度以以小小数数点点表表示示 下下一一竖竖曲曲线线起起点点变变坡坡点点高高程程 7000mk1+370.000427.856 t t竖竖曲曲线线起起点点竖竖曲曲线线形形式式 l l 49.1100k0+270.890凹型 e e竖竖曲曲线线终终点点判判断断式式 49.110 0.172k0+369.1101 邵邵武武三三明明高高速速公公路路 mb1标标 k00+597.210 至至 k00+370.000 桩号设计高程 -0.0326-0.0375mk1+600.000430.020 -0.0390-0.0397mk1+605.000429.768 -0.0400-0.0400 -0.0400-0.0400mk1+610.000429.533 -0.0400-0.0400mk1+615.000429.316 -0.0400-0.0400 -0.0400-0.0400mk1+620.000429.116 -0.0400-0.0400mk1+625.000428.933 -0.0400-0.0400mk1+630.000428.767 -0.0400-0.0400mk1+635.000428.619 -0.0400-0.0400 -0.0400-0.0400mk1+640.000428.487 -0.0400-0.0400mk1+645.000428.373 -0.0400-0.0400mk1+650.000428.277 -0.0400-0.0400mk1+655.000428.197 -0.0400-0.0400mk1+660.000428.135 -0.0400-0.0400mk1+665.000428.090 -0.0400-0.0400 -0.0400-0.0400mk1+670.000428.062 -0.0400-0.0400mk1+675.00042