闭（附）合路线水准测量平差计算表
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 测返 测0.3490.3500.1880.1880.2000.198-0.582-0.582-0.769-0.7670.1800.1800.1100.1080.3910.3911.2061.2080.7500.7510.9930.994-2.847-2.850-0.767-0.7680.6010.600-0.389-0.389往返测高改正数差平均值（hi/m）改正后高差（hi/m）实测高程（H/m）实测高程（H/m）点 名ZK70BM420.1130.1410.3500.1880.199-0.582-0.7680.1800.1090.3911.2070.7500.994-2.848-0.7680.601-0.3890.0010.0010.3500.188284.872285.222285.410284.872ZK70BM42BM43BM44BM45BM46BM47BM48BM49BM50BM51BM52BM53BM54BM55BM56BM430.151BM440.192BM450.163BM460.151BM470.145BM480.153BM490.151BM500.102BM510.209BM520.098BM530.155BM540.202BM55BM56计算过程0.1480.199285.609-0.582285.027-0.768284.2590.180284.4390.109284.5480.391284.9391.207286.1460.750286.8960.995287.891-2.848285.042-0.768284.2750.602284.876-0.389284.487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（附）合路线水准测量平差计算表
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 测返 测2.3302.3312.6252.625-2.377-2.378-0.333-0.3321.6981.6994.0954.0941.1331.133-3.553-3.554-2.116-2.1164.3124.3140.5700.5720.0000.001-6.898-6.9010.3170.319-0.101-0.102往返测高改正数差平均值（hi/m）改正后高差（hi/m）实测高程（H/m）设计高程（H/m）点 名BM56BM570.1550.0322.3302.625-2.378-0.3331.6994.0951.133-3.553-2.1164.3130.5710.001-6.8990.318-0.1020.0010.0012.3302.625284.487286.818289.443BM57ZK75BM58BM59BM60BM61BM62BM63BM64ZK76BM65BM66BM67BM68BM69ZK750.103BM580.163BM590.176BM600.133BM610.203BM620.161BM630.147BM640.07ZK760.17BM650.173BM660.205BM670.1BM68BM690.173-2.378287.065-0.333286.7331.699288.4314.095292.5261.134293.660-3.553290.106-2.116287.9904.313292.3030.571292.8740.001292.875-6.898285.9760.318286.294-0.102286.193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（附）合路线水准测量平差计算表
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 测返 测-0.954-0.956-4.820-4.8191.5381.5400.5270.524-0.409-0.411-0.240-0.2413.2893.2894.0724.073-2.014-2.0120.000-0.001-0.809-0.810-3.147-3.146-0.047-0.0462.0372.037-1.412-1.410往返测高改正数差平均值（hi/m）改正后高差（hi/m）实测高程（H/m）设计高程（H/m）点 名BM69BM700.2270.16-0.955-4.8191.5390.526-0.410-0.2403.2894.072-2.013-0.001-0.810-3.147-0.0472.037-1.4110.001-0.954-4.819286.193285.239280.419BM69BM70ZK77BM71BM72BM73BM74BM75ZK78BM76BM77BM78BM79BM80BM81BM82ZK770.19BM710.2BM720.243BM730.151BM740.145BM750.238ZK780.121BM760.187BM770.171BM780.157BM790.146BM800.127BM81BM820.1991.539281.9580.526282.4840.001-0.409282.075-0.240281.8343.289285.1230.0014.073289.197-2.013287.184-0.001287.183-0.810286.374-3.147283.227-0.047283.1812.037285.2180.001-1.410283.808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（附）合路线水准测量平差计算表
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 测返 测-1.157-1.156-0.523-0.525-1.134-1.134-1.573-1.573-1.959-1.9600.0530.0550.9350.936-0.546-0.548-2.322-2.3231.3641.363-1.980-1.9791.0411.0430.0410.0420.0030.0030.7790.779往返测高改正数差平均值（hi/m）改正后高差（hi/m）实测高程（H/m）设计高程（H/m）点 名BM82ZK790.1620.248-1.156-0.524-1.134-1.573-1.9590.0540.935-0.547-2.3221.363-1.9791.0420.0410.0030.7790.0010.001-1.156-0.524283.808282.651282.127BM82ZK79BM83BM84BM85BM86ZK80BM87BM88BM89BM90BM91BM92ZK81BM93BM94BM830.178BM840.15BM850.147BM860.215ZK800.2BM870.189BM880.211BM890.202BM900.2BM910.163BM920.099ZK810.135BM93BM940.187-1.134280.993-1.573279.420-1.959277.4610.055277.5160.935278.451-0.547277.904-2.321275.5831.363276.946-1.979274.9671.042276.0090.041276.0500.003276.0530.779276.832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（附）合路线水准测量平差计算表
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 测返 测-1.847-1.8490.0000.0000.2460.2450.6240.624-0.739-0.738-0.190-0.190-0.431-0.431-0.022-0.0230.0570.056-0.207-0.205-0.133-0.131-0.090-0.092-0.615-0.6160.0840.083-0.282-0.283往返测高改正数差平均值（hi/m）改正后高差（hi/m）实测高程（H/m）设计高程（H/m）点 名BM94BM950.1450.199-1.8480.0000.2450.624-0.738-0.190-0.431-0.0220.056-0.206-0.132-0.091-0.6150.084-0.2830.0010.0010.001-1.8480.000276.832274.984274.984BM94BM95BM96BM97BM98BM99ZK82BM100BM101BM102BM103BM104BM105ZK83BM106BM107BM960.144BM970.163BM980.203BM990.106ZK820.2BM1000.207BM1010.21BM1020.191BM1030.201BM1040.2BM1050.05ZK830.164BM106BM1070.210.245275.2300.624275.854-0.737275.116-0.190274.926-0.431274.495-0.021274.4740.056274.530-0.206274.324-0.132274.192-0.091274.101-0.615273.4860.084273.569-0.282273.288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（附）合路线水准测量平差计算表
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 测返 测-0.144-0.1440.0640.065-0.105-0.105-0.764-0.762-0.492-0.4940.5910.5900.4510.451-0.440-0.440-0.896-0.895-0.360-0.3590.0900.0910.4010.3990.2580.257-1.777-1.7770.6730.674往返测高改正数差平均值（hi/m）改正后高差（hi/m）实测高程（H/m）设计高程（H/m）点 名BM107BM1080.2060.204-0.1440.064-0.105-0.763-0.4930.5910.451-0.440-0.895-0.3590.0900.4000.257-1.7770.6730.0010.001-0.1440.064273.288273.144273.208BM107BM108BM109BM110ZK84BM111BM112BM113BM114BM115BM116BM117BM118BM119BM120BM121BM1090.203BM1100.181ZK840.171BM1110.189BM1120.148BM1130.176BM1140.206BM1150.209BM1160.15BM1170.192BM1180.199BM1190.215BM120BM1210.247-0.105273.103-0.763272.340-0.493271.8470.591272.4380.451272.889-0.440272.449-0.895271.553-0.358271.1950.090271.2850.400271.6850.257271.943-1.777270.1660.674270.840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（附）合路线水准测量平差计算表
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 测返 测-0.460-0.461-0.594-0.5931.1181.121-1.252-1.255往返测高改正数差平均值（hi/m）改正后高实测高程（H/m）差（hi/m）270.840设计高程（H/m）点 名BM121BM1220.1540.07-0.461-0.5931.120-1.2540.001-0.461-0.593BM121BM122ZK87BM123270.380269.7861.120270.906-1.253269.653269.653ZK870.175BM1230.866ZK86ZK86∑16.54-15.2350.016-15.219269.653测量结果：1、∑理=-15.219m,，∑L=16.54km, 2、闭 合 差：fh=∑测-∑理=-16mm 3、允许误差：fh容=±20√L=±78mm>fh 4、其 他：-fh/∑L=-1mm/km,检测： 复核： 监理： 日期：
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