二等水准点高程平差计算表

四等水准点高程平差计算表水准点编号往测高差（m）-1.93404JM110.45549JM123.38888JM132.85221JM146.10196JM156.5XCPⅠ0210.0000XCPⅠ0220.0000XCPⅠ0230.0000XCPⅠ0240.0000XCPⅠ0250.0000XCPⅠ0260.0000XCPⅠ0270.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.0000194.0866.926231.0486.91212.5670-0.31009.2210-0.00016.92214.146.10137249.4616.1017231.80050.59009.6291-0.00016.1017179.682.85175171.7852.8520175.73250.46008.38410.00002.852093.0873.307104.2623.3098.6745-0.19006.28250.00003.3097.8190.4558299.9460.455798.8825-0.33006.210.00000.4557距离（m）390.071实测高差（m）返测高差（m）-1.93398距离（m）309.713平均高差（m）平均距离（m）往返测高差较差△（mm）限差（mm）高差改正数（m）改正后高差（m）CPⅡ079-1.9340349.20-0.060011.8303-0.0001-1.9339XCPⅠ0270.0000XCPⅠ0280.0000XCPⅠ0290.0000XCPⅠ0300.0000XCPⅠ0310.0000XCPⅠ0320.0000XCPⅠ0330.0000XCPⅠ0340.0000XCPⅠ0350.0000XCPⅠ0360.0000XCPⅠ0370.0000XCPⅠ0380.0000XCPⅠ0390.0000XCPⅠ0400.0000XCPⅠ0410.0000XCPⅠ0420.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.0000XCPⅠ042∑17.763451168.88317.763291166.21517.76341167.54900.1600计算值fh测=Σh-（H终-H始）=M△=√（1/4n)△△/L =闭合差n倍根号L N=测段数n=6-0.00030.181420MMMMFh允=±N√L =理论值21.6115MMMM 设计高程（m）41.30838实测高程（m）39.374539.830143.219246.071252.172959.0720759.072159.072159.072159.072159.072159.072159.072159.072159.072159.072159.072159.072159.072159.072159.072159.072159.072159.072159.072159.072159.072159.072159.072159.072117.7637