版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领
文档简介
1、第1页.共14页计算:复核:2022/2/3光光电电测测距距三三角角高高程程计计算算表表太中线 太原至汾阳段 定测置镜点后视仪器高(I)棱镜高(U)测 回天顶距单程平均天顶距单程斜距值平距E-R往返高差互差h测程段 高差均值置镜点高程天顶距 角超测站mz=Mz=前视(m)(m) (m)(m)(mm)(m)(mm)(m)(m)()GPS70961.5I12401.50089-49-2689-49-28212.871212.8703-0.844237-0.1191405-289-49-29212.8702I1240GPS70961.5861.50090-11-1490-11-14212.87121
2、2.8703-0.606-0.11901.0690-11-14212.8700I12411.4061.50090-23-2290-23-21508.992508.98018-3.531186069.30410405290-23-19508.980-2I1241I12401.4661.50089-36-0589-36-06508.991508.97918-22.1379.186-1.7989-36-06508.9791I12421.5431.50087-53-3287-53-31442.379442.0801416.329216.3301187-53-30442.080-1I1242I14411
3、.4061.50092-06-1992-06-20442.377442.07814-16.33225.516-1.592-06-20442.0781I12431.5001.50088-34-1988-34-20437.305437.16913130.79511987270.860-57499-188-34-20437.1691I1243I12421.5431.50091-26-2191-26-19437.306437.16813-10.92396.37621.5891-26-17437.168-2I12441.4641.50088-30-1788-30-16521.692521.5141913
4、.599530910.944-2099188-30-15521.514-1I1244I12431.5001.50091-29-5091-29-50521.692521.51419-8.290107.32001.4191-29-50521.5140I12451.5801.50089-08-2189-08-23354.319354.279275.4274165226.25524329-289-08-25354.2792I1245I12441.4641.50090-43-4890-43-50354.321354.29227-47.079133.575-223.2490-43-52354.2922I1
5、2461.5611.50089-30-0389-29-57655.227655.20230-55.50835-55.523-114689-29-51655.202-6I1246I12451.5801.50090-31-0990-31-10655.230655.2033055.54378.052-11.1290-31-10655.2031I12471.5292.05090-17-5890-17-57372.688372.68310-43.90113-43.907-7290-17-55372.683-2第2页.共14页计算:复核:2022/2/3光光电电测测距距三三角角高高程程计计算算表表太中线
6、太原至汾阳段 定测置镜点后视仪器高(I)棱镜高(U)测 回天顶距单程平均天顶距单程斜距值平距E-R往返高差互差h测程段 高差均值置镜点高程天顶距 角超测站mz=Mz=前视(m)(m) (m)(m)(mm)(m)(mm)(m)(m)()I1247I12461.5612.15089-32-3989-32-41372.694372.6821043.91434.145-27.21-1174.7789-32-43372.6822I12491.5481.50091-35-1591-35-25666.498666.24264-18.38593074.65614263-1091-35-35666.24010I
7、1249I12471.5921.50088-25-3588-25-35666.492666.24164-27.69238.8010.3588-25-35666.2410I12501.5761.50090-16-1990-16-20572.033572.02723-2.6168-2.6123-190-16-20572.0271I1250I12491.5481.50089-44-4689-44-46572.032572.026232.60836.1881.7989-44-45572.026-1I12511.5041.50088-12-4188-12-40672.388672.0603124.034
8、299222.539-918188-12-39672.060-1I1251I12501.5761.50091-48-0991-48-09672.388672.05531-21.0421294.8140.3591-48-09672.0550I12521.4141.50088-05-3688-05-37830.283829.8234827.586327.5881-188-05-37829.8231I1252I12511.5041.50091-54-2991-54-29830.279829.81948-27.5891322.4021.3591-54-28829.819-1I12531.4451.50
9、090-02-5790-02-57423.907423.90712-0.4065-0.4033090-02-57423.9070I1253I12521.4141.50089-56-1089-56-10423.904423.904120.4011321.9991.589-56-09423.904-1I12541.4501.50090-15-4590-15-46546.466546.46021-0.2432295-1.391-866-190-15-46546.4601I1254I12531.4451.50089-43-4989-43-50546.465546.459212.5381320.608-
10、1.6189-43-50546.4591I12551.4871.50091-46-1291-46-12324.159324.0047-10.018122076.10320528091-46-11324.004-1I1255I12541.4501.50088-13-1288-13-11324.164324.0087-22.2251326.71211.88-13-10324.007-1GPS70971.4471.50090-05-1690-05-17527.812527.8111921.0802021.0908-190-05-18527.8111GPS7097I12551.4871.50089-5
11、4-3189-54-30527.811527.81019-21.1001347.8021.7989-54-29527.810-1I12561.4571.50089-12-2589-12-26839.543839.4634911.6261511.6334-189-12-26839.4631I1256GPS70971.4471.50090-47-4090-47-40839.542839.46149-11.6411359.43512.85第3页.共14页计算:复核:2022/2/3光光电电测测距距三三角角高高程程计计算算表表太中线 太原至汾阳段 定测置镜点后视仪器高(I)棱镜高(U)测 回天顶距单程
12、平均天顶距单程斜距值平距E-R往返高差互差h测程段 高差均值置镜点高程天顶距 角超测站mz=Mz=前视(m)(m) (m)(m)(mm)(m)(mm)(m)(m)()90-47-39839.461-1I12571.4541.50093-14-4893-14-44535.788534.92820-30.360017.519493-14-40534.929-4I1257I12561.4571.50086-44-5886-44-57535.791534.9292030.3601376.95411.2786-44-56534.929-1I12581.4351.50084-27-5184-27-5063
13、2.766629.8152761.010361.009-1284-27-48629.814-2I1258I12571.4541.50095-31-5295-31-52632.753629.80727-61.0071421.9480.95-31-52629.8070I12591.4721.50087-26-4287-26-42497.971497.4761722.1881522.1956087-26-42497.4760I1259I12581.4351.50092-32-5992-33-00497.963497.47017-22.2031444.143-4120.5292-33-02497.47
14、02I12601.3431.50092-18-5392-18-53830.366829.68848-33.647 092-18-53829.6880I1260I12591.4721.50087-49-4287-45-42830.3740.000032.403 40087-41-42829.702-400I12611.4901.50091-16-3091-16-31610.6970.00091-16-32610.546I1261I12601.3431.50088-42-5288-42-52610.6940.00088-42-50610.540I12621.4971.50084-42-1984-4
15、2-19368.8330.00084-42-19367.259I1262I12611.4901.50095-17-4495-17-44368.8300.00095-17-44367.256I12631.5831.50089-34-4489-34-44701.178894-34-47I1263I12621.4971.50090-25-5990-25-59701.177 90-25-57I12641.5041.50085-04-4585-04-45414.48685-04-44I1264I12631.5831.50094-56-1694-56-16414.49394-56-16I12651.568
16、1.50088-24-2188-24-21338.88588-24-20I1265I12641.5041.50091-36-3291-36-32-3-3991-36-3011.633I1256GPS70971.4471.50090-47-40839.54249-11.6411359.4352.85第4页.共14页计算:复核:2022/2/3光光电电测测距距三三角角高高程程计计算算表表太中线 太原至汾阳段 定测置镜点后视仪器高(I)棱镜高(U)测 回天顶距单程平均天顶距单程斜距值平距E-R往返高差互差h测程段 高差均值置镜点高程天顶距 角超测站mz=Mz=前视(m)(m) (m)(m)(mm)(
17、m)(mm)(m)(m)()GPS5441.5061.500101-16-30101-16-30-2-12101-16-28GPS544I12651.5681.50078-44-4178-44-41211.8560830.3778-44-443GPS5431.50087-08-0187-08-01284.857870758.000测站数I1265第5页.共14页计算:复核:2022/2/3光光电电测测距距三三角角高高程程计计算算表表石太线 威州至东梁段 初测置镜点后视仪器高(I)棱镜高(U)测 回天顶距单程平均天顶距单程斜距值平距E-R往返高差互差 h测程段 高差均值置镜点高程天顶距角 超测站
18、mz=Mz=前视(m)(m) (m)(m)(mm)(m)(mm)(m)(m)()BC385=GPS125=BBM801056.38802.270BC3841.5061.50089-12-3689-12-34381.414381.378105.27985.2844289-12-32381.378-2BC384BC385=GPS125=BBM801.5771.50090-48-2690-48-26381.421381.38310-5.2861061.6720.3590-48-26381.3830BC3831.5771.50086-21-2586-21-26403.203402.3881125.70
19、6425.705-2-186-21-26402.3881BC383BC3841.4951.50093-39-2093-39-20403.209402.38911-25.7021087.3770.3593-39-20402.3890BC3821.4951.50082-40-0582-40-06461.373457.6011458.8861158.8935-182-40-06457.6011BC382BC3831.5371.50097-20-2697-20-27461.375457.59414-58.8971146.270-1.3597-20-27457.5941BC3811.5371.50091
20、-11-5091-11-50744.798744.63538-15.48613-15.491-4091-11-50744.6350BC381BC3821.3781.50088-48-0488-48-05744.791744.6283815.5001130.779-1.3588-48-05744.6281BC3801.3781.50084-12-4484-12-44231.029229.851423.1801423.18715084-12-44229.8510BC380BC3811.4301.50095-44-4595-44-45231.008229.8474-23.1941153.9660.7
21、195-44-45229.8470BC3791.4301.50086-18-5486-18-55674.973673.5773143.339443.3431-186-18-56673.5781BC379BC3801.4211.50093-40-4093-40-41674.960673.57031-43.3431197.309-1.3593-40-41673.5701BC3781.4211.50093-22-4893-22-48757.459756.14140-44.69827-44.6827093-22-48756.1410BC378BC3791.4881.50086-37-1686-37-1
22、6757.461756.1444044.6711152.6270.86-37-16756.1440BC3771.4881.50091-00-4891-00-48855.277855.14351-15.0870-15.084091-00-48855.1430BC377BC3781.4651.50088-59-2488-59-25855.281855.1485115.0871137.543-11.88-59-26855.1481BC3761.4651.50089-13-3689-13-37722.573722.507369.75069.749-2-189-13-38722.5071BC376BC3
23、771.4371.50090-46-1490-46-14722.571722.50636-9.7441147.2921.3590-46-13722.506-1L11.4371.500102-27-40102-27-40746.573728.98637-161.11920-161.10750102-27-40728.9860L1BC3761.5201.50077-32-3477-32-34746.565728.98937161.099986.18501.4177-32-34728.9890BC375=GPS128=BBM791.5201.500100-15-26100-15-28217.9982
24、14.5143-38.7973-38.7955-2100-15-30214.5132BC375=GPS128=BBM79L11.3901.50079-43-1779-43-18218.012214.513338.794947.390-1.579-43-18214.513100第6页.共14页计算:复核:2022/2/3光光电电测测距距三三角角高高程程计计算算表表石太线 威州至东梁段 初测置镜点后视仪器高(I)棱镜高(U)测 回天顶距单程平均天顶距单程斜距值平距E-R往返高差互差 h测程段 高差均值置镜点高程天顶距角 超测站mz=Mz=前视(m)(m) (m)(m)(mm)(m)(mm)(m)(
25、m)()BC385=GPS125=BBM801056.3880.5.260BC3861.4981.50088-14-5188-14-51332.573332.417810.178510.1803188-14-50332.417-1BC386BC385=GPS125=BBM801.5461.50091-45-5091-45-50332.572332.4148-10.1831066.5680.7191-45-50332.4140BC3871.5461.50089-04-3489-04-33434.018433.962137.059107.0635189-04-32433.962-1BC387BC3
26、861.4791.50090-55-5690-55-56434.022433.96513-7.0691073.6311.3590-55-55433.965-1BC3881.4791.50091-16-3091-16-30497.302497.17917-11.0700-11.072091-16-30497.1790BC388BC3871.5211.50088-43-4488-43-44497.302497.1801711.0701062.5590.3588-43-44497.1800BC3891.5211.50092-25-0192-25-01614.336613.78926-25.8579-
27、25.8553192-25-00613.790-1BC389BC3881.5281.50087-35-3787-35-37614.331613.7892625.8481036.7041.587-35-36613.789-1BC3901.5281.50086-23-5286-23-52554.721553.6252134.9023534.9086186-23-51553.625-1BC390BC3891.4441.50093-36-1993-36-19554.718553.62021-34.9171071.6121.593-36-18553.620-1BC3911.4441.50087-12-0
28、687-12-06660.145659.3583032.2031332.2074187-12-05659.358-1BC391BC3901.5501.50092-48-1392-48-15660.146659.35630-32.2161103.819-21.1292-48-16659.3552BC3921.5501.50091-03-0291-03-02253.232253.1895-4.5881-4.5881191-03-01253.189-1BC392BC3911.4981.50088-57-4488-57-45253.230253.18854.5871099.231-1.7988-57-
29、46253.1891BC3931.4981.50092-16-3792-16-38318.224317.9737-12.6396-12.6374-192-16-38317.9731第7页.共14页计算:复核:2022/2/3光光电电测测距距三三角角高高程程计计算算表表石太线 威州至东梁段 初测置镜点后视仪器高(I)棱镜高(U)测 回天顶距单程平均天顶距单程斜距值平距E-R往返高差互差 h测程段 高差均值置镜点高程天顶距角 超测站mz=Mz=前视(m)(m) (m)(m)(mm)(m)(mm)(m)(m)()BC393BC3921.6201.50087-44-5287-44-52318.2213
30、17.975712.6331086.59411.1287-44-51317.975-1BC3941.6201.50093-12-4593-12-44864.913863.55451-48.29431-48.312-7293-12-42863.555-2BC394BC3931.5471.70086-47-2586-47-25864.915863.5585148.3251038.2820.7186-47-25863.5580BC3951.5471.50090-51-2890-51-27905.514905.41357-13.44924-13.464-5190-51-26905.413-1BC395
31、BC3941.5621.50089-09-1689-09-19905.511905.4125713.4731024.818-31.889-09-21905.4133BC3961.5621.50089-12-5389-12-53775.017774.9444210.7301210.7333189-12-52774.944-1BC396BC3951.3461.50090-47-0890-47-09775.021774.94842-10.7411035.551-11.90-47-10774.9481BC3971.3461.50092-26-0692-26-07618.026617.46827-26.
32、3878-26.3853-192-26-08617.4681BC397BC3961.4271.50087-32-5887-32-58618.034617.4692726.3791009.1660.3587-32-58617.4690GPS99=BBM811.4271.50097-51-0097-51-01209.589207.6253-28.6968-28.701-8-197-51-01207.6251GPS99=BBM81BC3971.5831.50082-09-0982-09-08209.591207.628328.704980.4651.7182-09-07207.628-100第8页.
33、共14页计算:复核:2022/2/3光光电电测测距距三三角角高高程程计计算算表表石太线 威州至东梁段 初测置镜点后视仪器高(I)棱镜高(U)测 回天顶距单程平均天顶距单程斜距值平距E-R往返高差互差 h测程段 高差均值置镜点高程天顶距角 超测站mz=Mz=前视(m)(m) (m)(m)(mm)(m)(mm)(m)(m)()GPS99=BBM81980.4651.26BC3981.6041.50086-19-0886-19-09439.236438.3301328.3151928.3239-186-19-10438.3301BC398GPS99=BBM811.4751.50093-41-5093
34、-41-49439.245438.33113-28.3341008.78811.93-41-48438.331-1BC3991.4751.50087-37-0187-37-00477.870477.4571619.8631019.8675187-36-59477.457-1BC399BC3981.4551.50092-22-4992-22-49477.861477.44916-19.8731028.6551.7992-22-48477.449-1BC4001.4551.50086-59-2286-59-23804.046802.9364442.2241742.213-4-186-59-2480
35、2.9371BC400BC3991.4621.50093-00-3393-00-34804.048802.93944-42.2071070.868-1.7193-00-35802.9391BC4011.4621.50089-20-2889-20-28368.271368.24794.20634.203-2089-20-28368.2470BC401BC4001.5811.50090-40-0590-40-05368.273368.2489-4.2041075.07101.0690-40-05368.2480BC4021.5811.50092-50-4292-50-41843.958842.91
36、849-41.75117-41.763-4292-50-39842.918-2BC402BC4011.4361.50087-09-4387-09-45843.961842.9264941.7681033.308-21.2787-09-46842.9262BC4031.4361.50089-57-0689-57-07546.123546.123210.41500.414-189-57-08546.1231BC403BC4021.5411.50090-02-5990-03-00546.128546.12821-0.4151033.722-11.5490-03-02546.1282BC4041.54
37、11.50088-30-5588-30-54759.164758.9094019.7551119.7583288-30-52758.909-2BC404BC4031.4561.50091-29-3091-29-30759.158758.90140-19.7661053.4800.91-29-30758.9010BC4051.4561.50090-30-2890-30-28548.094548.07221-4.8802-4.879-1090-30-28548.0720第9页.共14页计算:复核:2022/2/3光光电电测测距距三三角角高高程程计计算算表表石太线 威州至东梁段 初测置镜点后视仪器高
38、(I)棱镜高(U)测 回天顶距单程平均天顶距单程斜距值平距E-R往返高差互差 h测程段 高差均值置镜点高程天顶距角 超测站mz=Mz=前视(m)(m) (m)(m)(mm)(m)(mm)(m)(m)()BC405BC4041.4241.50089-29-0289-29-02548.098548.076214.8821048.6010.3589-29-02548.0760BC4061.4241.50091-02-1491-02-15655.552655.44530-11.9130-11.915-191-02-15655.4451BC406BC4051.4651.50088-57-3088-57-
39、30655.558655.4503011.9131036.6860.3588-57-30655.4500BC407=BC4171.4651.50090-02-3090-02-31823.055823.05546-0.5885-0.592-1-190-02-31823.0551BC407=BC417BC4061.5041.50089-57-4389-57-45823.057823.057460.5931036.094-21.1289-57-46823.0572BC4181.5041.50092-20-2792-20-27439.279438.91213-17.92311-17.929-5192-
40、20-26438.913-1BC418BC407=BC4171.5321.60087-39-1087-39-11439.291438.9221317.9341018.165-11.87-39-12438.9231ZD1.5321.60087-45-0887-45-09298.315298.085611.637011.636-187-45-10298.0861ZDBC4181.5221.60092-13-1892-13-18298.321298.0976-11.6371029.8010.3592-13-18298.0970GPS201=BBM821.5221.60092-46-2092-46-2
41、0729.350728.49637-35.31629-35.304192-46-19728.497-1GPS201=BBM82ZD1.4881.60087-13-1587-13-16729.348728.4903735.287994.497-1.587-13-16728.4901第10页.共14页计算:复核:2022/2/3光光电电测测距距三三角角高高程程计计算算表表石太线 威州至东梁段 初测置镜点后视仪器高(I)棱镜高(U)测 回天顶距单程平均天顶距单程斜距值平距E-R往返高差互差h测程段 高差均值置镜点高程天顶距角 超测站mz=Mz=前视(m)(m) (m)(m)(mm)(m)(mm)(m
42、)(m)()GPS203=BBM83938.571.5.18ZD1.5721.60080-41-4180-41-42 450.755444.8231372.8691672.8789-180-41-42444.8241ZDGPS203=BBM831.4891.60099-17-3699-17-35 450.740444.82413-72.8851011.4491.7999-17-34444.825-1BC4321.4891.60095-53-2695-53-27 514.249511.53418-52.8704-52.8672-195-53-27511.5331BC432ZD1.4981.600
43、84-05-2684-05-25 514.265511.5321852.865958.5821.7984-05-24511.532-1BC4311.4981.60090-05-4190-05-42 570.924570.92322-1.02526-1.0119-190-05-42570.9231BC431BC4321.5351.60089-53-4489-53-44 570.916570.915220.999957.5711.7989-53-43570.915-1BC4301.5351.60090-08-5490-08-53 528.001527.99919-1.4104-1.4072190-
44、08-52527.999-1BC430BC4311.5181.60089-50-2689-50-26 527.996527.994191.406956.1640.89-50-26527.9940BC4291.5181.60088-47-0288-47-02 685.057684.9033214.4891514.4985088-47-02684.9030BC429BC4301.5631.60091-12-4691-12-46 685.051684.89832-14.504970.6620.7191-12-46684.8980BC4281.5631.60088-17-4088-17-39 492.
45、695492.4771614.6462614.634-11188-17-38492.477-1BC428BC4291.5101.60091-41-3091-41-31 492.696492.48116-14.620985.296-11.1291-41-31492.4811BC4271.5101.60091-55-5191-55-50 367.359367.1509-12.4553-12.4522291-55-48367.151-2BC427BC4281.5001.60088-02-3688-02-36 367.371367.157912.452972.8440.3588-02-36367.15
46、70BC4261.5001.60093-09-1393-09-13 268.833268.4265-14.88317-14.891-13193-09-12268.426-1BC426BC4271.5181.60086-48-2286-48-23 268.848268.430514.901957.953-1.7186-48-24268.4311BC4251.5181.60087-19-2487-19-24 343.972343.597815.989515.9933087-19-24343.5970BC425BC4261.5541.60092-39-3192-39-32 343.971343.60
47、18-15.994973.946-1.5第11页.共14页计算:复核:2022/2/3光光电电测测距距三三角角高高程程计计算算表表石太线 威州至东梁段 初测置镜点后视仪器高(I)棱镜高(U)测 回天顶距单程平均天顶距单程斜距值平距E-R往返高差互差h测程段 高差均值置镜点高程天顶距角 超测站mz=Mz=前视(m)(m) (m)(m)(mm)(m)(mm)(m)(m)()92-39-32343.6011BC4241.5541.60083-10-0283-10-03 386.854384.1061045.990845.9955-183-10-03384.1071BC424BC4251.5481.6
48、0096-49-2296-49-22 386.849384.10910-45.9981019.9410.3596-49-22384.1090BC4231.5481.60090-35-2790-35-27 741.048741.00938-7.6542-7.653-1190-35-26741.009-1BC423BC4241.5161.60089-24-1689-24-16 741.041741.001387.6561012.2880.89-24-16741.0010BC4221.5161.60091-05-3691-05-36 308.911308.8557-5.9713-5.971-2091
49、-05-36308.8550BC422BC4231.5501.60088-53-0288-53-02 308.917308.85875.9741006.3170.7188-53-02308.8580BC4211.5501.60090-42-3490-42-35 379.579379.55010-4.7424-4.7392-190-42-36379.5501BC421BC4221.4701.60089-16-0089-16-00 379.585379.554104.7381001.5780.89-16-00379.5540BC4201.4701.60090-56-1690-56-16 547.3
50、09547.23621-9.06623-9.0539090-56-16547.2360BC420BC4211.5581.60089-03-0489-03-04 547.316547.241219.043992.52501.0689-03-04547.2410BC4191.5581.60087-20-3487-20-36 803.653802.7894437.2543337.2729-287-20-37802.7892BC419BC4201.5221.60092-39-2492-39-25 803.642802.77844-37.2871029.797-1.7992-39-26802.7781G
51、PS201=BBM821.5221.60092-46-2092-46-20 729.350728.49637-35.31730-35.3008192-46-19728.497-1GPS201=BBM82BC4191.4881.60087-13-1587-13-16 729.348728.4903735.287994.497-1.3587-13-16728.4901BC425BC4261.5541.60092-39-32 343.9718-15.994973.946.5第12页.共14页计算:复核:2022/2/3光光电电测测距距三三角角高高程程计计算算表表石太线 威州至东梁段 初测置镜点后视仪
52、器高(I)棱镜高(U)测 回天顶距单程平均天顶距单程斜距值平距E-R往返高差互差h测程段 高差均值置镜点高程天顶距角 超测站mz=Mz=前视(m)(m) (m)(m)(mm)(m)(mm)(m)(m)()GPS124=BBM841131.850.5ZD11.5281.60088-01-2088-01-20248.303248.15558.503138.497-10188-01-19248.155-1ZD1GPS1241.5321.60091-56-4291-56-42248.301248.1585-8.4901140.3470.91-56-42248.1580ZD21.5321.60087-0
53、5-1787-05-17436.839436.2751322.137022.137087-05-17436.2750ZD2ZD11.4881.60092-53-3192-53-31436.834436.27813-22.1371162.4841.592-53-30436.278-1BC4491.4881.60091-28-1091-28-11266.433266.3455-6.93919-6.949-14-191-28-11266.3451BC449ZD21.5581.60088-29-4488-29-44266.441266.34956.9581155.5350.88-29-44266.34
54、90BC4481.5441.60079-08-0879-08-08498.035489.1011693.8332693.818-9079-08-08489.1010BC448BC4491.4791.600100-50-43100-50-43498.009489.11017-93.8061249.3531.79100-50-42489.111-1BC4471.4791.60088-45-0088-44-59538.389538.2612011.6473611.628-14188-44-58538.261-1BC447BC4481.5041.60091-13-3991-13-40538.39553
55、8.27120-11.6111260.981-1.591-13-40538.2711BC4461.5041.60092-55-1192-55-12608.385607.59526-31.06026-31.073-9-192-55-12607.5951BC446BC4471.4701.60087-03-4287-03-41608.391607.5912631.0851229.9081.7987-03-40607.591-1BC4451.4701.60093-14-0393-14-04942.539941.03861-53.24626-53.261-6-193-14-04941.0381BC445
56、BC4461.4781.60086-45-2486-45-23942.546941.0366153.2721176.64721.1286-45-21941.036-2BC4441.4781.60092-46-2892-46-29493.299492.72116-23.9850-23.986-192-46-29492.7211BC444BC4451.4481.60087-11-5387-11-52493.309492.7191623.9851152.66121.7787-11-50492.719-2BC4431.4481.60095-51-2695-51-28664.459660.99030-6
57、7.93615-67.9305-295-51-30660.9892第13页.共14页计算:复核:2022/2/3光光电电测测距距三三角角高高程程计计算算表表石太线 威州至东梁段 初测置镜点后视仪器高(I)棱镜高(U)测 回天顶距单程平均天顶距单程斜距值平距E-R往返高差互差h测程段 高差均值置镜点高程天顶距角 超测站mz=Mz=前视(m)(m) (m)(m)(mm)(m)(mm)(m)(m)()BC443BC4441.5251.60084-07-4684-07-46664.480660.9953067.9211084.73111.8.2484-07-45660.995-1BC4421.5251.60088-00-4788-00-50607.773607.4082521.0142421.0258-388-00-52607.4083BC442BC4431.4851.6009
温馨提示
- 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
- 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
- 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
- 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
- 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
- 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
- 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。
最新文档
- 保安班长述职报告范文(7篇)
- 中班第一学期个人计划范文
- 护理服务心得体会
- 中学秋季开学典礼校长致辞(13篇)
- 以感恩为题演讲稿合集7篇
- 洋葱幼儿课件教学课件
- 搜索命令大全
- 实习员工劳动合同-文书模板
- 影响居民健康主要危险因素评估
- 大班诚信课件教学课件
- 工厂蒸汽管道铺设工程合同
- 电子信息产业园建设项目可行性研究报告
- 消防安全知识培训课件
- 压力容器操作人员培训内容考核试卷
- 芜湖市大学生乡村医生专项计划招聘考试试卷及答案
- 标准离婚协议书范文(3篇)
- 2024秋期国家开放大学《政府经济学》一平台在线形考(形考任务1至4)试题及答案
- 【8道期中】安徽省滁州市全椒县2023-2024学年八年级上学期11月期中道德与法治试题
- 2024至2030年中国泰妙菌素行业投资前景及策略咨询研究报告
- 2024-2030年中国航空噪声与振动主动控制系统行业市场发展趋势与前景展望战略研究报告
- 20起典型火灾事故案例合集-2024年消防月专题培训
评论
0/150
提交评论