闭(附)合水准路线测量平差计算表

闭（附）合水准路线测量平差计算表,,,,,,,,

承包人：锡林郭勒汇通路桥有限责任公司省道309宝沽公路项目部,,,,,,合同号：BGSG,,

总监办：锡林郭勒盟协力交通监理有限公司省道309线宝沽公路总监办,,,,,,编号：C—009,,

点名,"路线长度L（Km）/

测站数N",往测,往返测高差平均值,"改正数

V（hi/m）","改正后高差

（hi/m）",高程（H/m）,点名,备注

,,返测,,,,,,

BM1,0.475,-3.256,-3.251,-0.002,-3.253,1480.952,BM1,

BM2,,-3.247,,,,1477.699,BM2,

,0.525,0.383,0.369,-0.002,0.367,,,

BM3,,0.355,,,,1478.066,BM3,

,0.475,-6.073,-6.071,-0.002,-6.073,,,

BM4,,-6.070,,,,1471.993,BM4,

,0.525,0.692,0.692,-0.002,0.690,,,

BM5,,0.692,,,,1472.683,BM5,

,0.017,1.117,1.113,0.000,1.113,,,

BM5-1,,1.109,,,,1473.796,BM5-1,

,0.5,-0.678,-0.673,-0.002,-0.675,,,

BM6,,-0.669,,,,1473.121,BM6,

,0.5,3.414,3.407,-0.002,3.405,,,

BM7,,3.399,,,,1476.526,BM7,

,1,-5.673,-5.671,-0.003,-5.674,,,

BM8,,-5.668,,,,1470.852,BM8,

,0.5,-6.927,-6.922,-0.002,-6.924,,,

BM9,,-6.918,,,,1463.928,BM9,

,0.5,2.840,2.852,-0.002,2.850,,,

BM10,,2.863,,,,1466.778,BM10,

,,,,,,,,,

测量结果：,,,,,,,,

,,,,,,,,,

1、闭合差：fh=∑h-(HBM40-HBM1)=-59.814-(1421.049-1480.952)=0.089m,,,,,,,,

2、允许误差：fh容=±40√L=±40√26.476=±206mm×0.001=0.206m,,,,,,,,

3、其他：,,,,,,,,

测量：日期：,,,,,,,,

监理意见：,,,,,,,,

,,,,,,,,,

,,,,,,,,,

签字：日期：,,,,,,,,

计算：复核：技术负责人：,,,,,,,,

闭（附）合水准路线测量平差计算表,,,,,,,,

承包人：锡林郭勒汇通路桥有限责任公司省道309宝沽公路项目部,,,,,,合同号：BGSG,,

总监办：锡林郭勒盟协力交通监理有限公司省道309线宝沽公路总监办,,,,,,编号：C—009,,

点名,"路线长度L（Km）/

测站数N",往测,往返测高差平均值,"改正数

V（hi/m）","改正后高差

（hi/m）",高程（H/m）,点名,备注

,,返测,,,,,,

BM10,0.6,1.685,1.672,-0.002,1.670,1466.778,BM10,

BM11,,1.659,,,,1468.448,BM11,

,0.425,1.474,1.477,-0.001,1.476,,,

BM12,,1.481,,,,1469.924,BM12,

,0.009,-0.432,-0.436,0.000,-0.436,,,

BM12-1,,-0.440,,,,1469.488,BM12-1,

,1,-13.840,-13.836,-0.003,-13.839,,,

BM13,,-13.831,,,,1455.649,BM13,

,1.025,-8.287,-8.277,-0.003,-8.280,,,

BM14,,-8.266,,,,1447.369,BM14,

,0.5,-1.524,-1.525,-0.002,-1.527,,,

BM15,,-1.527,,,,1445.842,BM15,

,0.475,-0.166,-0.171,-0.002,-0.173,,,

BM16,,-0.177,,,,1445.669,BM16,

,0.475,-1.542,-1.545,-0.002,-1.547,,,

BM17,,-1.549,,,,1444.122,BM17,

,1,-2.641,-2.637,-0.003,-2.640,,,

BM18,,-2.632,,,,1441.482,BM18,

,1,-3.145,-3.144,-0.003,-3.147,,,

BM19,,-3.142,,,,1438.335,BM19,

,,,,,,,,,

测量结果：,,,,,,,,

,,,,,,,,,

1、闭合差：fh=∑h-(HBM40-HBM1)=-59.814-(1421.049-1480.952)=0.089m,,,,,,,,

2、允许误差：fh容=±40√L=±40√26.476=±206mm×0.001=0.206m,,,,,,,,

3、其他：,,,,,,,,

测量：日期：,,,,,,,,

监理意见：,,,,,,,,

,,,,,,,,,

,,,,,,,,,

签字：日期：,,,,,,,,

计算：复核：技术负责人：,,,,,,,,

闭（附）合水准路线测量平差计算表,,,,,,,,

承包人：锡林郭勒汇通路桥有限责任公司省道309宝沽公路项目部,,,,,,合同号：BGSG,,

总监办：锡林郭勒盟协力交通监理有限公司省道309线宝沽公路总监办,,,,,,编号：C—009,,

点名,"路线长度L（Km）/

测站数N",往测,往返测高差平均值,"改正数

V（hi/m）","改正后高差

（hi/m）",高程（H/m）,点名,备注

,,返测,,,,,,

BM19,0.5,-2.023,-2.028,-0.002,-2.030,1438.335,BM19,

BM20,,-2.034,,,,1436.305,BM20,

,1.025,0.705,0.709,-0.003,0.706,,,

BM21,,0.714,,,,1437.011,BM21,

,0.95,-4.394,-4.391,-0.003,-4.394,,,

BM22,,-4.388,,,,1432.617,BM22,

,0.525,-1.405,-1.414,-0.002,-1.416,,,

BM23,,-1.423,,,,1431.201,BM23,

,0.5,-0.147,-0.139,-0.002,-0.141,,,

BM24,,-0.132,,,,1431.06,BM24,

,1,-4.451,-4.451,-0.003,-4.454,,,

BM25,,-4.450,,,,1426.606,BM25,

,1.525,8.184,8.209,-0.005,8.204,,,

BM26,,8.234,,,,1434.81,BM26,

,0.525,4.217,4.215,-0.002,4.213,,,

BM27,,4.213,,,,1439.023,BM27,

,0.95,10.867,10.877,-0.003,10.874,,,

BM28,,10.887,,,,1449.897,BM28,

,0.55,8.913,8.888,-0.002,8.886,,,

BM29,,8.863,,,,1458.783,BM29,

,,,,,,,,,

测量结果：,,,,,,,,

,,,,,,,,,

1、闭合差：fh=∑h-(HBM40-HBM1)=-59.814-(1421.049-1480.952)=0.089m,,,,,,,,

2、允许误差：fh容=±40√L=±40√26.476=±206mm×0.001=0.206m,,,,,,,,

3、其他：,,,,,,,,

测量：日期：,,,,,,,,

监理意见：,,,,,,,,

,,,,,,,,,

,,,,,,,,,

签字：日期：,,,,,,,,

计算：复核：技术负责人：,,,,,,,,

闭（附）合水准路线测量平差计算表,,,,,,,,

承包人：锡林郭勒汇通路桥有限责任公司省道309宝沽公路项目部,,,,,,合同号：BGSG,,

总监办：锡林郭勒盟协力交通监理有限公司省道309线宝沽公路总监办,,,,,,编号：C—009,,

点名,"路线长度L（Km）/

测站数N",往测,往返测高差平均值,"改正数

V（hi/m）","改正后高差

（hi/m）",高程（H/m）,点名,备注

,,返测,,,,,,

BM29,0.45,9.035,9.032,-0.002,9.030,1458.783,BM29,

BM30,,9.028,,,,1467.813,BM30,

,0.475,10.313,10.308,-0.002,10.306,,,

BM31,,10.302,,,,1478.119,BM31,

,1.025,8.247,8.246,-0.003,8.243,,,

BM32,,8.246,,,,1486.362,BM32,

,0.5,-13.204,-13.204,-0.002,-13.206,,,

BM33,,-13.205,,,,1473.156,BM33,

,0.5,-13.274,-13.273,-0.002,-13.275,,,

BM34,,-13.273,,,,1459.881,BM34,

,0.5,-9.417,-9.419,-0.002,-9.421,,,

BM35,,-9.422,,,,1450.46,BM35,

,1,-6.313,-6.318,-0.003,-6.321,,,

BM36,,-6.322,,,,1444.139,BM36,

,0.525,-7.320,-7.315,-0.002,-7.317,,,

BM37,,-7.310,,,,1436.822,BM37,

,0.975,-8.155,-8.157,-0.003,-8.160,,,

BM38,,-8.158,,,,1428.662,BM38,

,0.55,-4.369,-4.373,-0.002,-4.375,,,

BM39,,-4.377,,,,1424.287,BM39,

,,,,,,,,,

测量结果：,,,,,,,,

,,,,,,,,,

1、闭合差：fh=∑h-(HBM40-HBM1)=-59.814-(1421.049-1480.952)=0.089m,,,,,,,,

2、允许误差：fh容=±40√L=±40√26.476=±206mm×0.001=0.206m,,,,,,,,

3、其他：,,,,,,,,

测量：日期：,,,,,,,,

监理意见：,,,,,,,,

,,,,,,,,,

,,,,,,,,,

签字：日期：,,,,,,,,

计算：复核：技术负责人：,,,,,,,,

闭（附）合水准路线测量平差计算表,,,,,,,,

承包人：锡林郭勒汇通路桥有限责任公司省道309宝沽公路项目部,,,,,,合同号：BGSG,,

总监办：锡林郭勒盟协力交通监理有限公司省道309线宝沽公路总监办,,,,,,编号：C—009,,

点名,"路线长度L（Km）/

测站数N",往测,往返测高差平均值,"改正数

V（hi/m）","改正后高差

（hi/m）",高程（H/m）,点名,备注

,,返测,,,,,,

BM39,0.4,-3.238,-3.237,-0.001,-3.238,1424.287,