附和导线计算

序号123456789101112131617测 点左 角° ′ ″改正数″改正后左角°′″方 位 角°′″距 离（m）坐 标 增 量ΔXΔY坐标增量改正数fXfy平差后坐标增量ΔXΔYX2732789.1904252°4′6.67\"0.16188°16′13″0.16172°30′4.37″0.16188°2′41″0.16162°48′33.88″0.16196°34′9.5″0.16178°57′59.12″0.16172°3′51.62″0.16167°33′6.75″0.16187°38′55.13″0.16198°53′50.62″0.16163°20′56.12″0.16163°19′35.75″0.16166°57′57.5″2732645.4153260°20′19.83\"221.2553252°50′24.37\"142.8486260°53′5.534\"456.9994243°41′39.57\"212.3659260°15′49.24\"491.6626259°13′48.52\"471.9465251°17′40.30\"333.7048238°50′47.22\"372.7961246°29′42.51\"508.0991265°23′33.30\"261.6146248°44′29.58\"160.8349232°4′5.498\"202.9360219°2′3.16\"2731123.7410-37.1313-42.1460-72.3973-94.1121-83.1471-88.1900-107.0203-192.8599-202.6435-21.0150-58.3148-124.7495-218.1173-136.4897-451.2284-190.3738-484.5809-463.6335-316.0784-319.0329-465.9402-260.7692-149.8908-160.06430.00230.00240.00150.00160.00480.00500.00220.00230.00520.00540.00500.00520.00350.00370.00390.00410.00530.00560.00280.00290.00170.00180.00210.0022-37.1290-42.1445-72.3925-94.1098-83.1420-88.1851-107.0168-192.8559-202.6382-21.0122-58.3131-124.7473-218.11492732608.2863-136.48812732566.1419-451.22342732493.7494-190.37152732399.6396-484.57552732316.4976-463.62832732228.3125-316.07472732121.2958-319.02882731928.4398-465.93462731725.8017-260.76632731704.7895-149.88902731646.4764-160.06212731521.7290坐 标LZD5LZD6LZD6-1LZD6-2HB057HB057-1HB059HB060HB061HB062HB063HB063-1HB063-2QZ13HN065188°16′13.16″172°30′4.53″188°2′41.16″162°48′34.04″196°34′9.66″178°57′59.28″172°3′51.78″167°33′6.91″187°38′55.29″198°53′50.78″163°20′56.28″163°19′35.91″166°57′57.66″计算： 复核： 审核： 日期：

17HN065合计2306°57′54.36″3837.0638-1123.7267-3616.19960.04040.0421-1123.6863-3616.15752731123.74102306°57′56.49″备注：fβ=（252°04′06.67″-13*180+2306°57′54.36″）-219°02′03.16″=-2.13″ Fβ=±10√n=±10√13=±36″ fβ＜Fβ 角度符合精度要求 ∑D=3837.0638 ΔX测=-1123.7267 ΔY测=-3616.1996 ΔX理=-1123.6863 ΔY理=-3616.1575 fx=ΔX测-ΔX理=-1123.7267+1123.6863=-0.0404 fy=ΔY测-ΔY理=-3616.1996+3616.1575=-0.0421 f=√fx2+fy2=√0.04042+0.04212=0.0583 K=1/f/∑D=1/(3837.0638/0.0583)=1/65760＜1/15000 导线全长相对闭合差满足精度要求计算： 复核： 审核： 日期：

计算： 复核： 审核： 日期：

坐 标Y536935.8860536491.5845536273.4696536136.9814535685.7580535495.3865535010.8110534547.1827534231.1080533912.0791533446.1445533185.3782533035.4891532875.4270532552.7490计算： 复核： 审核： 日期：

＜Fβ532552.7490 Fβ=±10√n=±10√13=±36″ fβ 角度符合精度要求理=-3616.1575

-0.0421

60＜1/15000 导线全长相对闭合差满足精度要求