M点高程HM=43.251m,测得后视读数a=1.000m,前视读数b=2.283m。则视线高Hi和待求点N的高程分别为:()A、45.534m,43.251mB、40.968m,38.685mC、44.251m,41.968mD、42.251m,39.968m

M点高程HM=43.251m,测得后视读数a=1.000m,前视读数b=2.283m。则视线高Hi和待求点N的高程分别为:()

  • A、45.534m,43.251m
  • B、40.968m,38.685m
  • C、44.251m,41.968m
  • D、42.251m,39.968m

相关考题:

A点高程40.150m,B点高程41.220m;施工单位一个测同引入场内M点高程:从A点引测,前视读数1.10m,后视读数1.40m;现从B点校核M点高程,后视读数1.10m,前视读数应为( )m。A.1.25 B.1.37 C.1.49 D.1.87

D点高程,测得后视读数a=1.000m,前视读数b=2.283m。测视线高和待求点N的高程分别为(  )。A、45、534m,43、25lmB、44、25lm,41、968mC、40、968m,38、685mD、42、251m,39、968m

M点高程HM=43.251m,测得后视读数a=1.000m,前视读数b=2.283m。则视线高Hi和待求点N的高程HN分别为(  )。 A、45.534m;43.251m B、40.968m;38.685m C、44.251m;41.968m D、42.251m;39.968m

水准测量中设M点为后视点,N为前视点,M点的高程是59.053m,当后视读数为1.026m,前视读数为1.156m,则N点的高程是(  )。A.59.183mB.58.923mC.59.138mD.58.329m

A点高程40.150m,B点高程41.220m,施工单位先从A点一个测回引入场内M点高程,从S点架设水准仪,前视读数1.10m,后视读数1.4m,现从B点校核M点高程,后视读数1.10m,前视读数应为( )m。A.1.25B.0.33C.1.49D.1.87

A点高程40.150m,B点高程41.220m,施工单位从A点引测M点高程,前视读数1.10m,后视读数1.4m。再从B点校核M点高程,后视读数1.10m,前视读数应为( )m。A.1.25B.1.37C.1.49D.1.87

地面高程测量时设B 为后视点,A 为前视点;B 点的高程是50.128m,当后视读数为1.116m,前视读数为1.235m,则A 点的高程是( )。A、47.777m B、50.009m C、50.247m D、52.479m

对某一施工现场进行高程测设,已知点A 点高程为10.000m,后视读数为4.800m,前视读数为3.500m,则待测点B 点高程为()m。A.11.000B.11.300C.8.700D.10.000

已知点高程为 88.5m,前视读数为 1.5m,后视读数为 1.1m,未知点高程为( )。A.88.1m B.88.9m C.89.6m D.90.0m

已知A点高程为:HA=3.228m,水准仪后视A点读数为:a=1.518m,前视B点读数为:b=1.310m。则B点高程测量结果为( )。A.B.C.D.

A点高程40.150m,B点高程41.220m;施工单位从引测点引入场内M点高程;从A点引测,前视读数1.10m,后视读数1.4m;现从B点校核M高程,后视读数1.10m,前视读数应为()M。A、1.25B、1.37C、1.49D、1.87

A点高程40.150m, B点高程41.220m;施工单位从引测点引入场内M点高程:点A引 测,前视读数1.10m,后视读数1.40m;现从B点校核M点高程,后视读数1. 10m,前视 读数应为()m A. 1.25 B. 1.37 C. 1.49 D. 1.87

A 点高程 40.150m,B 点高程 41.220m。施工单位测量场内 M 点高程: 从 A 点引测, 前视读数 1.10m,后视读数 1.4m: 现从 B 点校核 M 点高程, 后视读数 1.10m, 前视读数应为() m。A.1.25B.1.37C.1.49D.1.87

地面高程测量时设B为后视点,A为前视点;B点的高程是50.128m,当后视读数为1.116m,前视读数为1.235m,则A点的高程是( )A.47.777mB.50.009mC.50.247mD.52.479m

已知水准点高程HM=43.251m,测得后视读数a=1.000m,前视读数b=2.283m。则视线高H、N点对M点的高差hMN和待求点N的高程HN分别为( )A.45.534m、+1.283m、44.534mB.40.968m、-3.283m、39.968mC.44.251m、-1.283m、41.968mD.42.251m、+3.283m、46.534m

设A为后视点,B为前视点,A点高程为35.712m,后视读数为0.983m,前视读数为1.149m,则B点的高程为()m。A、35.546B、35.878C、33.58D、37.844

己知点为M、待求点为N,M点高程H=43.25lm,后视读数a=1.000m、前视读数b=2.283m、则:求得视线高H1、N点相对于M点高差h、和待求点N点高程为()m。A、45.534、+1283、44.534B、40.968、-3.283、39.968C、44.251、-1.283、41.968D、42.251、+3.283、46.534

M点的高程为43.251m,测得后视读数为a=1.000m,前视读数为b=2.283m,则视线高Hi和待测点B的高程分别为()mA、45.534,43.251B、40.968,38.685C、44.251,41.968D、42.251,39.968

设A点为后视点,B点为前视点,后视读数a=1.124m,前视读数b=1.428m,则()A、hAB=-0.304mB、后视点比前视点高C、若A点高程HA=202.016m,则视线高程为203.140mD、若A点高程HA=202.016m,则前视点高程为202.320m

已知水准点高程HM=43.251m,测得后视读数a=1.000m,前视读数b=2.283m则视线高H、N点对M点的高差hMN和待求点N的高程HN分别为()A、45.534m、+1.283m、44.534mB、40.968m、-3.283m、39.968mC、44.251m、-1.283m、41.968mD、42.251m、+3.283m、46.534m

A点高程40.150m,B点高程41.220m,施工单位引入场内M点高程;从A点引测,前视读数1.1m,后视读数1.4m,现从B点校核M点高程,后视读数1.1m,前视读数应为()。A、1.25B、1.37C、1.49D、1.87

M点高程Hm=43.251m,测得后视读数a=1.000m,前视读数b=2.283m。则N点对M点的高差hMN和待求点N的高程HN分别为:()A、1.283m,44.534mB、-3.283m,39.968mC、3.283m,46.534mD、-1.283m,41.968m

设A点为后视点,B点为前视点,后视读数a=1.24m,前视读数b=1.428m,则()。A、hAB=-0.188m;B、后视点比前视点高;C、若A点高程HA=202.016m,则视线高程为203.256m;D、若A点高程HA=202.016m,则前视点高程为202.320;E、后视点比前视点低。

单选题己知点为M、待求点为N,M点高程H=43.25lm,后视读数a=1.000m、前视读数b=2.283m、则:求得视线高H1、N点相对于M点高差h、和待求点N点高程为()m。A45.534、+1283、44.534B40.968、-3.283、39.968C44.251、-1.283、41.968D42.251、+3.283、46.534

单选题M点高程HM=43.251m,测得后视读数a=1.000m,前视读数b=2.283m。则视线高程Hi和待求点N的高程HN分别为(  )。A45.534m;43.251mB40.968m;38.685mC44.251m;41.968mD42.251m;39.968m

单选题M点高程HM=43.251m,测得后视读数a=1.000m,前视读数b=2.283m。则视线高Hi和待求点N的高程分别为:()A45.534m,43.251mB40.968m,38.685mC44.251m,41.968mD42.251m,39.968m

单选题M点高程HM=43.251m,测得后视读数a=1.000m,前视读数b=2.283m。则视线高Hi和待求点N的高程HN分别为(  )。A45.534m;43.251mB40.968m;38.685mC44.251m;41.968mD42.251m;39.968m

单选题A点高程40.150m,B点高程41.220m,施工单位引入场内M点高程;从A点引测,前视读数1.1m,后视读数1.4m,现从B点校核M点高程,后视读数1.1m,前视读数应为()。A1.25B1.37C1.49D1.87