水准测量闭合差计算表.doc

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1、按测站数调整高差闭合差及高程计算表合同段：№5BM48~BM50第页共页测段编号测点测站数（个）实测高差（m）改正数（m）改正后高差（m）高程（m）备注1BM484+6.720-0.005+6.715143.258H50-H48=-14.818fh=∑h-(H50-H48)=-14.779-(-14.818)=0.039[n]=30Vi=(-fh/[n])niBM48-1149.97325-9.006-0.006-9.012BM48-2140.96132+0.245-0.003+0.242BM48-3141.20345-9

2、.154-0.006-9.160BM49132.04352+1.384-0.003+1.381BM49-1133.42463+6.127-0.004+6.123BM49-2139.54773-8.335-0.004-8.339BM49-3131.20883-3.410-0.004-3.414BM49-4127.79493+0.650-0.004+0.646BM50128.440∑30-14.779-0.039-14.818测量：计算：复核：年月日按测站数调整高差闭合差及高程计算表合同段：№5BM44~BM43第页共页测段编

3、号测点测站数（个）实测高差（m）改正数（m）改正后高差（m）高程（m）备注1BM444+12.668+0.006+12.674186.861H43-H44=53.879fh=∑h-(H43-H44)=53.853-53.879=-0.026[n]=18Vi=(-fh/[n])niBM43-4199.53524+14.299+0.006+14.305BM43-3213.84034+14.934+0.006+14.940BM43-2228.78043+8.004+0.004+8.008BM43-1236.78853+3.948

4、+0.004+3.952BM43240.740∑1853.853-0.02653.879测量：计算：复核：年月日按测站数调整高差闭合差及高程计算表合同段：№5BM47~BM48第页共页测段编号测点测站数（个）实测高差（m）改正数（m）改正后高差（m）高程（m）备注1BM475-11.479+0.001-11.478162.231H48-H47=-18.973fh=∑h-(H48-H47)=-18.975-(-18.973)=-0.002[n]=21Vi=(-fh/[n])niBM47-1150.75324-6.9080-6

5、.908BM47-2143.84538+0.475+0.001+0.476BM47-4144.32144-1.0630-1.063BM48143.258∑21-18.975+0.002-18.973测量：计算：复核：年月日按测站数调整高差闭合差及高程计算表合同段：№5BM49~BM50第页共页测段编号测点测站数（个）实测高差（m）改正数（m）改正后高差（m）高程（m）备注1BM494+1.3840+1.384132.02H50-H49=-3.580fh=∑h-(H50-H49)=-3.583-(-3.580)=-0.003

6、[n]=21Vi=(-fh/[n])niBM49-1133.40424+6.127+0.001+6.128BM49-2139.53235-8.335+0.001-8.334BM49-3131.19843-3.4100-3.410BM49-4127.78855+0.651+0.001+0.652BM50128.440∑21-3.583+0.003-3.580测量：计算：复核：年月日按测站数调整高差闭合差及高程计算表合同段：№5BM50~BM51第页共页测段编号测点测站数（个）实测高差（m）改正数（m）改正后高差（m）高程（m

7、）备注1BM502+3.1510+3.151128.440H51-H50=2.225fh=∑h-(H51-H50)=2.227-2.225=0.002[n]=14Vi=(-fh/[n])niBM50-1131.59123-0.563-0.001-0.564BM50-2131.02732-2.4430-2.443BM50-3128.58442+0.7020+0.702BM50-4129.28655+1.380-0.001+1.379BM51130.665∑14+2.227-0.002+2.225测量：计算：复核：年月日按测站

8、数调整高差闭合差及高程计算表合同段：№5BM45~BM46第页共页测段编号测点测站数（个）实测高差（m）改正数（m）改正后高差（m）高程（m）备注1BM453-7.762+0.002-7.760160.117H46-H45=-8.139fh=∑h-(H46-H45)=-8.147-(-8.139)=-0