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四等水准测量手簿内嵌计算公式

2024-02-15 来源:步旅网
(Ⅳ)等水准测量手簿

测站编号工程名称:工程编号:后下丝前下丝尺上丝尺上丝后 距前 距累 计视距差方 向及尺号后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=仪器型号水 准 尺 读 数黑 面红 面K+黑减 红高差中数日期第 页共 页改正数(mm)高 程(m)备 注(点名)4.4631234567891011121077188280.5-0.2838154470.6-0.21114181770.3-0.31055176370.80.7947183288.52.2829178295.30.1983189991.6-0.41190160541.5-0.5893139850.5-434186452.31.81216172851.2-132084552.51.5595140280.7-0.21065177370.8-0.41135184170.6-0.7938163970.10681154486.32.21212216495.22.37231643921.917412161421.413668154.5-2.61498200350.5-0.8642116452.2-1.81250176051-0.31479998481161.211911419-228302.614651488-23443.514091288121584.413891112277759.213051688-383949.7144111832581133.313971951-5541216.811454087371321.86021750-11481424.6147290356915285821505-9231631.56167578538259786107-12961526275-123619859762226077589917860926375-2836128597015861826640-4585831519463753896438-10496159569146853706192-822-10-1∑h=-0.73481.5481.50-11∑h=4.944-0.644.715-0.644.691-0.644.812-0.795.089-0.874.705-0.834.962-0.384.405-0.485.142-0.473.993-0.474.561-0.473.638BM2BM1-228.5253000∑h=-23230-2-1-1∑h=121.5351.5-10-1∑h=277.5629000∑h=-383246000∑h=2585042-24∑h=-556-52110∑h=737685-1148.5-463.5568.5105-922.5-817.50-11∑h=0-11∑h=-10-1∑h=C版

(Ⅳ)等水准测量手簿

测站编号工程名称:工程编号:后下丝前下丝尺上丝尺上丝后 距前 距累 计视距差方 向及尺号仪器型号水 准 尺 读 数黑 面红 面K+黑减 红高差中数日期第 页共 页改正数(mm)高 程(m)备 注1314151617181920212223241389591后23871586前99.899.5后-前0.3-1E-14∑S=3111173后11962063前88.589后-前-0.5-0.5∑S=13821057后22751980前89.392.3后-前-3-3.5∑S=1247304后21191186前87.288.2后-前-1-4.5∑S=11861440后21842439前99.899.9后-前-0.1-4.6∑S=596992后14481854前85.286.2后-前-1-5.6∑S=1206943后21111858前90.591.5后-前-1-6.6∑S=9321264后18282147前89.688.3后-前1.3-5.3∑S=10211050后19361973前91.592.3后-前-0.8-6.1∑S=10041055后19592015前95.596后-前-0.5-6.6∑S=979997后19471948前96.895.1后-前1.7-4.9∑S=888996后18831981前99.598.5后-前1-3.9∑S=188810888001830.87531618-8652008.3182815183102189.916837459382365.316851939-254256510221423-4012736.4165814002582918.413801705-3253096.314781511-333280.114811535-543471.614631472-93663.513851488-1033861.5C版

6573587569855406304-7646515630521064695432103763726725-35358096110-3016345618815761666392-22661656298-133626862224661496260-111617361730202∑h=-0.91799-18.54.436-0.813.571-0.833.880-0.804.817-0.914.562-0.784.161-0.834.417-0.814.091-0.844.057-0.874.002-0.873.991-0.903.889BM5BM4BM301-1∑h=-864.5-883000∑h=310-573101∑h=937.5364.501-1∑h=-253.5111000∑h=-401-2900-11∑h=257.5-32.5101∑h=-325.5-358000∑h=-33-391000∑h=-54-4451-12∑h=-10-455-12-3∑h=-101.5-556.5(Ⅳ)等水准测量手簿

测站编号工程名称:工程编号:后下丝前下丝尺上丝尺上丝后 距前 距累 计视距差方 向及尺号后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=仪器型号水 准 尺 读 数黑 面红 面K+黑减 红高差中数日期第 页共 页改正数(mm)高 程(m)备 注2526272829303132333435361056202296.6-0.6934188995.50.91091201392.2-1850180795.70.2798169389.5-0.5625161098.51466144197.511222217495.2-11282222494.2-1.3653161095.7-1901185695.50.21030202899.8-0.1933190597.2-4.51094204094.6-3.6736166893.2-4.61185214095.5-4.4305120590-4.9642161797.5-3.9818178396.5-2.9948191096.2-3.91176213195.5-5.21049201696.7-6.21020197395.3-6953195299.9-6.1153914191204055.314111567-1564245.4155212023504430.813281662-334462212457554904801.511171129-124997.59531300-3475191.5169814292695382.9175316531005572.611311532-401576513781496-1185955.815291452776155.5C版

622562042161986253-556241598925261156351-23659325542390590558159056406087-4476483611636764416440159186220-30260656283-2186316613917712-1∑h=-0.88120.5-4364.009-0.863.852-0.844.202-0.873.867-0.824.356-0.894.344-0.883.996-0.874.263-0.864.363-0.873.960-0.873.841-0.913.918BM8BM7BM601-1∑h=-155.5-591.5-20-2∑h=351-240.50-22∑h=-335-575.5000∑h=490-85.5-11-2∑h=-11-96.5000∑h=-347-443.5202∑h=268-175.5-10-1∑h=100.5-750-11∑h=-401.5-476.5000∑h=-118-594.5000∑h=77-517.5(Ⅳ)等水准测量手簿

测站编号工程名称:工程编号:后下丝前下丝尺上丝尺上丝后 距前 距累 计视距差方 向及尺号后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=仪器型号水 准 尺 读 数黑 面红 面K+黑减 红高差中数日期第 页共 页改正数(mm)高 程(m)备 注373839404142434445464748828171388.50.51107196385.6-1.11132204891.61.61073197990.60.5913180889.5-0.31102201491.20.21240216192.11.11526243190.5-0.560.595689.50.21146209995.3-1699166796.80.31090207598.5-0.51070195088-5.61115198286.7-6.71142204290-5.1926182790.1-4.61033193189.8-4.91053196391-4.7176108691-3.61297220791-4.1944183789.3-3.9898186196.3-4.9866183196.5-4.61164215499-5.112701510-240633215351548-136504.315901592-26685.9152613761506866.613601482-1227045.915581508507228.1170063110697411.2197817522267592.75081390-8827771.5162213792437963.111831348-1658156.415821659-778353.9C版

59576298-341632262358762786378-1006312606225060486270-22263456196149638854189706765644032551956178-9836409606734258706136-26663706345250-11∑h=-0.80-240.5-7583.676-0.783.662-0.833.661-0.823.810-0.813.687-0.833.736-0.834.804-0.825.029-0.814.146-0.874.387-0.884.221-0.904.144BM9000∑h=-13-771-11-2∑h=-1-772110∑h=150-622-1-10∑h=-122-7440-11∑h=49.5-694.5-10-1∑h=1069.53750-11∑h=225.5600.50-11∑h=-882.5-2820-11∑h=242.5-39.50-11∑h=-165.5-205-11-2∑h=-76-281(Ⅳ)等水准测量手簿

测站编号工程名称:工程编号:后下丝前下丝尺上丝尺上丝后 距前 距累 计视距差方 向及尺号后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=仪器型号水 准 尺 读 数黑 面红 面K+黑减 红高差中数日期第 页共 页改正数(mm)高 程(m)备 注4950515253545556575859601219220798.80.51115207095.5-0.51139210196.20.21018197395.5-0.5805177196.6-0.41069199492.5-17701760991872182495.21.11439239195.21311130699.51.3530151598.5-0.5954188793.3-0.1801178498.3-4.61061202196-5.11482244296-4.91012197296-5.41016198697-5.8714164993.5-6.81030201098-5.8941188294.1-4.7250119294.2-3.71376235898.2-2.4916190699-2.9935186993.4-317131292421855115921541518742.516201962-3428934.71495149239126.212881501-2139319.8153111813509505.812651520-2559702.813481411-639892.11915721119410081.58081867-105910279.210221411-38910476.7142014021810663.4C版

640060803206380622915163056750-4456282617910359756288-3136318586944959516308-357613460983666025509109355926553-96157106200-490620860891190-11∑h=-0.90420.5139.54.564-0.87BM104.614-0.874.269-0.874.272-0.88BM114.058-0.854.406-0.904.149-0.86BM124.085-0.865.278-0.904.217-0.903.826-0.853.844-1-10∑h=51190.52-13∑h=-343.5-153000∑h=3-150000∑h=-213-3630-11∑h=349.5-13.51-12∑h=-256-269.5101∑h=-63.5-3330-11∑h=1193.5860.5312∑h=-1060-199.5-1-21∑h=-389.5-589-10-1∑h=18.5-570.5(Ⅳ)等水准测量手簿

测站编号工程名称:工程编号:后下丝前下丝尺上丝尺上丝后 距前 距累 计视距差方 向及尺号后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=仪器型号水 准 尺 读 数黑 面红 面K+黑减 红高差中数日期第 页共 页改正数(mm)高 程(m)备 注616263646566676869707172911180689.5-11152207592.30.3910186095-1.2879184696.71.1996194695-1.2932190897.61.88931883990.5596150190.5-1949190195.2-11227217394.6-0.3268122495.60.16399593.2-0.31111201690.5-4902182292-3.7947190996.2-4.9946190295.6-3.8924188696.2-5920187895.8-3.2270125598.5-2.71238215391.5-3.71058202096.2-4.7557150694.9-5325128095.5-4.9721165693.5-5.213581563-20510843.41613136225111027.713851428-4311218.913621424-6211411.2147114056611602.4142013992111795.8138876262611993.310481695-64712175.314251539-11412366.71700103166912556.2746802-5612747.35291188-65912934C版

60446350-3066400604935160726215-143614861113761596192-33620860871216076554852858356382-54761116326-2156488571976954335588-15553165873-557101∑h=-0.82-205.5-776BM133.638-0.843.888-0.873.844-0.87BM143.781-0.873.846-0.883.866-0.904.493-0.833.845-0.87BM153.729-0.864.397-0.874.341-0.853.682BM16000∑h=251-525000∑h=-43-568101∑h=-62.5-630.5-10-1∑h=66.5-564-1-10∑h=21-543-11-2∑h=62784000∑h=-647-563101∑h=-114.5-677.5-1-10∑h=669-8.501-1∑h=-55.5-6402-2∑h=-658-722(Ⅳ)等水准测量手簿

测站编号工程名称:工程编号:后下丝前下丝尺上丝尺上丝后 距前 距累 计视距差方 向及尺号后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=后前后-前∑S=仪器型号水 准 尺 读 数黑 面红 面K+黑减 红高差中数日期第 页共 页改正数(mm)高 程(m)备 注737475767778723170998.6-0.21062201795.5-0.5993192993.6-0.5882183795.51890186797.70.21433238895.50.5182117098.8-5.4992195296-5.91441238294.1-6.4896184194.5-5.4786176197.5-5.2773172395-4.7121667654013131.4153914726713322.914611911-45013510.613591368-913700.61378127310513895.81910124866214086.3590254644386327616016761486697-5496147605592606460604669859357631-12∑h=-0.90539-1834.220-0.874.286-0.853.836-0.863.827-0.893.930-0.874.592-1-10∑h=67-11601-1∑h=-449.5-565.5-10-1∑h=-8.5-574101∑h=104.5-469.5-10-1∑h=662.5193C版

水准测量信息统计表

尺 型3m木尺前尺常数4787后尺常数4687常数差-100注:常数差为后尺常数减前尺常数闭合差计算

起点高程(m)4.463终点高程(m)4.592测站数78累计高差(mm)累计距离(m)闭合差(mm)限差(±mm)6475.119314086.3水准点序号从 点测段间距离及高差统计到 点距 离(m)累计高差(mm)备 注C版

水准测量信息统计表

尺 型3m木尺前尺常数4787后尺常数4687常数差-100注:常数差为后尺常数减前尺常数C版

水准测量信息统计表

尺 型3m木尺前尺常数4787后尺常数4687常数差-100注:常数差为后尺常数减前尺常数C版

水准测量信息统计表

尺 型3m木尺前尺常数4787后尺常数4687常数差-100注:常数差为后尺常数减前尺常数C版

水准测量信息统计表

尺 型3m木尺前尺常数4787后尺常数4687常数差-100注:常数差为后尺常数减前尺常数C版

水准测量信息统计表

尺 型3m木尺前尺常数4787后尺常数4687常数差-100注:常数差为后尺常数减前尺常数C版

水准测量信息统计表

尺 型3m木尺前尺常数4787后尺常数4687常数差-100注:常数差为后尺常数减前尺常数C版

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