高程平差表表格文件下载.xls

1、省道208线鲁北至开鲁段（扎旗境内）公路工程闭闭（附附）合合路路线线水水准准测测量量平平差差计计算算表表施工单位：#陕西公路工程建设有限公司 合同号：#LKZQTJ-4监理单位：#山东平安路桥工程咨询有限公司 路 施：#05点 名路线长度L（Km）往 测往返测高差平均值改正数改正后高差实测高程（H/m）设计高程（H/m）点 名返 测（hi/m）差（hi/m）ZK621.2113.4953.493-0.0013.4925298.148298.148ZK62ZK633.492301.641ZK630.2232.1602.161-0.0012.1595BM12.161303.800BM10.199-

2、0.793-0.793-0.7925BM2-0.792303.008BM20.1900.7440.7440.744BM30.744303.752BM30.1990.7540.7540.754BM40.754304.506BM40.1841.1701.1701.1705BM51.171305.676BM50.1220.5640.5630.5635ZK640.563306.240ZK640.2031.0611.0631.0625BM61.064307.302BM60.2261.6941.695-0.0011.6935BM71.695308.996BM70.1972.5882.5882.588BM8

3、2.588311.584BM80.1872.5232.5222.5215BM92.520314.105BM90.1860.5910.5930.5925BM100.594314.698BM100.181-1.832-1.833-1.8335ZK65-1.835312.864ZK650.172-0.016-0.016-0.016BM11-0.016312.848BM110.179-0.353-0.351-0.3515BM12-0.350312.497BM12计算过程：#检测：#复核：#监理：#日期：#省道208线鲁北至开鲁段（扎旗境内）公路工程闭闭（附附）合合路路线线水水准准测测量量平平差差计计算

4、算表表施工单位：#陕西公路工程建设有限公司 合同号：#LKZQTJ-4监理单位：#山东平安路桥工程咨询有限公司 路 施：#05点 名路线长度L（Km）/往 测往返测高差平均值改正数改正后高差高 程（H/m）点 名返 测V（hi/m）（hi/m）BM120.191-0.008-0.008-0.008312.497BM12BM13-0.008312.489BM130.188-2.504-2.504-2.504BM14-2.504309.985BM140.182-0.481-0.483-0.483BM15-0.484309.502BM150.135-2.001-1.999-1.999BM16-1.9

5、98307.503BM160.152-3.524-3.525-0.001-3.526ZK66-3.525303.977ZK660.193-0.637-0.637-0.637BM17-0.636303.341BM170.184-0.756-0.757-0.757BM18-0.759302.583BM180.178-1.046-1.046-1.046BM19-1.046301.537BM190.3090.3630.364-0.0010.363BM200.366301.901BM200.151-0.054-0.054-0.054BM21-0.055301.846BM210.156-0.185-0.1

6、86-0.186BM22-0.188301.660BM220.191-2.071-2.070-2.070BM23-2.069299.590BM230.192-2.086-2.087-0.001-2.088BM24-2.087297.502BM240.141-2.723-2.722-2.722BM25-2.721294.780BM250.156-3.427-3.426-3.426BM26-3.425291.354BM26计算过程：#检测：#复核：#监理：#日期：#省道208线鲁北至开鲁段（扎旗境内）公路工程闭闭（附附）合合路路线线水水准准测测量量平平差差计计算算表表施工单位：#陕西公路工程建设有

7、限公司 合同号：#LKZQTJ-4监理单位：#山东平安路桥工程咨询有限公司 路 施：#05点 名路线长度L（Km）/往 测往返测高差平均值改正数改正后高差高 程（H/m）点 名返 测V（hi/m）（hi/m）BM260.079-3.119-3.118-3.118291.354BM26BM27-3.117288.236BM270.331-3.069-3.070-0.001-3.071ZK68-3.071285.165ZK680.185-0.047-0.046-0.046BM28-0.045285.119BM280.2020.0560.055-0.0010.0545BM290.055285.174

8、BM290.2010.1740.1740.1735BM300.173285.347BM300.2010.2210.2200.2205BM310.220285.568BM310.151-0.330-0.329-0.329BM32-0.328285.239BM320.151-0.397-0.397-0.3965BM33-0.396284.842BM330.1510.6430.6420.642BM340.641285.484BM340.1540.4070.4070.4075BM350.408285.892BM350.104-0.585-0.585-0.585BM36-0.585285.307BM36

9、0.1020.1410.1410.141BM370.141285.448BM370.216-0.415-0.416-0.001-0.4165BM38-0.416285.031BM380.1590.2830.2840.2835BM390.284285.315BM390.0962.5482.5482.5485BM402.549287.863BM40计算过程：#检测：#复核：#监理：#日期：#省道208线鲁北至开鲁段（扎旗境内）公路工程闭闭（附附）合合路路线线水水准准测测量量平平差差计计算算表表施工单位：#陕西公路工程建设有限公司 合同号：#LKZQTJ-4监理单位：#山东平安路桥工程咨询有限公司

10、路 施：#05点 名路线长度L（Km）/往 测往返测高差平均值改正数改正后高差高 程（H/m）点 名返 测V（hi/m）（hi/m）BM400.1760.0220.0210.021287.863BM40BM410.020287.884BM410.115-3.011-3.012-3.012ZK70-3.013284.872284.872ZK709.332-13.267-13.276计算过程：#1、理=-13.276m,，测=-13.267m，L=9.332km,2、闭 合 差：#fh=测-理=+9mm 3、允许误差：#fh容=20L=61.1mmfh 4、其 他：#-fh/L=-1mm/km,检

11、测：#复核：#监理：#日期：#省道208线鲁北至开鲁段（扎旗境内）公路工程闭闭（附附）合合路路线线水水准准测测量量平平差差计计算算表表施工单位：#陕西公路工程建设有限公司 合同号：#LKZQTJ-4监理单位：#山东平安路桥工程咨询有限公司 路 施：#05点 名路线长度L（Km）/往 测往返测高差平均值改正数改正后高实测高程（H/m）实测高程（H/m）点 名返 测（hi/m）差（hi/m）ZK700.1130.3490.3500.350284.872284.872ZK70BM420.350285.222BM420.1410.1880.1880.188BM430.188285.410BM430.1

12、510.2000.1990.199BM440.198285.609BM440.192-0.582-0.582-0.582BM45-0.582285.027BM450.163-0.769-0.768-0.768BM46-0.767284.259BM460.1510.1800.1800.180BM470.180284.439BM470.1450.1100.1090.109BM480.108284.548BM480.1530.3910.3910.391BM490.391284.939BM490.1511.2061.2071.207BM501.208286.146BM500.1020.7500.750

13、0.750BM510.751286.896BM510.2090.9930.9940.0010.995BM520.994287.891BM520.098-2.847-2.848-2.848BM53-2.850285.042BM530.155-0.767-0.768-0.768BM54-0.768284.275BM540.2020.6010.6010.0010.602BM550.600284.876BM550.148-0.389-0.389-0.389BM56-0.389284.487BM56计算过程检测：#复核：#监理：#日期：#省道208线鲁北至开鲁段（扎旗境内）公路工程闭闭（附附）合合路路线

14、线水水准准测测量量平平差差计计算算表表施工单位：#陕西公路工程建设有限公司 合同号：#LKZQTJ-4监理单位：#山东平安路桥工程咨询有限公司 路 施：#05点 名路线长度L（Km）/往 测往返测高差平均值改正数改正后高实测高程（H/m）设计高程（H/m）点 名返 测（hi/m）差（hi/m）BM560.1552.3302.3302.330284.487BM572.331286.818BM570.0322.6252.6252.625ZK752.625289.443ZK750.103-2.377-2.378-2.378BM58-2.378287.065BM580.163-0.333-0.333-

15、0.333BM59-0.332286.733BM590.1761.6981.6991.699BM601.699288.431BM600.1334.0954.0954.095BM614.094292.526BM610.2031.1331.1330.0011.134BM621.133293.660BM620.161-3.553-3.553-3.553BM63-3.554290.106BM630.147-2.116-2.116-2.116BM64-2.116287.990BM640.074.3124.3134.313ZK764.314292.303ZK760.170.5700.5710.571BM6

16、50.572292.874BM650.1730.0000.0010.001BM660.001292.875BM660.205-6.898-6.8990.001-6.898BM67-6.901285.976BM670.10.3170.3180.318BM680.319286.294BM680.173-0.101-0.102-0.102BM69-0.102286.193BM69检测：#复核：#监理：#日期：#省道208线鲁北至开鲁段（扎旗境内）公路工程闭闭（附附）合合路路线线水水准准测测量量平平差差计计算算表表施工单位：#陕西公路工程建设有限公司 合同号：#LKZQTJ-4监理单位：#山东平安路桥工程咨询有限公司 路 施：#05点 名路线长度L（Km）/往 测往返测高差平均值改正数改正后高实测高程（H/m）设计高程（H/m）点 名返 测（hi/m）差（hi/m）BM690.227-0.954-0.9550.001-0.954286.193BM69BM70-0.956285.239BM700.16-4.820-4.819-4.819ZK77-4.819280.419ZK770.191.5381.5391.539BM711.540281.958BM710.20.5270.5260.526BM720.52428