PC機(jī)測(cè)量平差程序

TrueBASIC1.0語(yǔ)言是BASIC語(yǔ)言的創(chuàng)始人JohnG.Kemeny和ThomasE.Kurtz等人于1985年根據(jù)美國(guó)國(guó)家BASIC標(biāo)準(zhǔn)設(shè)計(jì)的一個(gè)典型的結(jié)構(gòu)化程序設(shè)計(jì)語(yǔ)言中國(guó)科學(xué)院軟件研究所引進(jìn)后，對(duì)其進(jìn)行了漢化漢化后的TrueBASIC可以處理漢字字符1988年1月推出了2.03版，這也是TrueBASIC的最終版本TrueBASIC保留了BASIC語(yǔ)言清晰、易懂、易學(xué)的特點(diǎn)屏棄了非結(jié)構(gòu)化BASIC版本中陳腐有害的內(nèi)容是一個(gè)適合于大型數(shù)值計(jì)算具有較高和完整性能的結(jié)構(gòu)化程序設(shè)計(jì)語(yǔ)言尤其是它的矩陣運(yùn)算語(yǔ)句MAT非常適合于編制測(cè)量平差計(jì)算程序TrueBASIC測(cè)量平差程序程序段展示了TrueBASIC的矩陣運(yùn)算語(yǔ)句MAT的魅力平差計(jì)算程序變得簡(jiǎn)單易讀為使程序易讀，在語(yǔ)句行后輸入中文注釋在注釋文字前加“！”字符實(shí)現(xiàn)。TrueBASIC語(yǔ)言編寫(xiě)的測(cè)量計(jì)算程序，編譯并匯集成成擴(kuò)展名為.exe的可執(zhí)行程序?？稍谌我釽indows下運(yùn)行已知數(shù)據(jù)輸入——從用戶(hù)指定的文本格式文件讀入。計(jì)算結(jié)果輸出——存入SU文件,CS文件,SV文件。SU文件——存檔，CS文件——CASS展點(diǎn)或上傳到全站儀，SV文件——SV300展點(diǎn)。4.2水準(zhǔn)網(wǎng)條件平差程序(PG4-2)水準(zhǔn)網(wǎng)特點(diǎn)——構(gòu)成閉、附合環(huán)不多，每條水準(zhǔn)路線上的未知點(diǎn)較多，間接平差法——法方程階數(shù)較大，占用PC機(jī)內(nèi)存較多。水準(zhǔn)網(wǎng)較適合采用條件平差。PG4-2.exe程序信息設(shè)計(jì)1.點(diǎn)編號(hào)從1開(kāi)始編起，先編已知點(diǎn)，后編未知點(diǎn)，未知點(diǎn)的編號(hào)順序沒(méi)有要求。某四等水準(zhǔn)路線湘1-03-49(1)——國(guó)家二等水準(zhǔn)點(diǎn)，網(wǎng)內(nèi)唯一已知點(diǎn)，其余點(diǎn)名為I點(diǎn)的17個(gè)點(diǎn)為一級(jí)導(dǎo)線點(diǎn)，“龍王橋”和“麻山塘”為新埋設(shè)的兩個(gè)四等水準(zhǔn)點(diǎn)，共有19個(gè)未知點(diǎn)，點(diǎn)編號(hào)如圖所示。

水準(zhǔn)網(wǎng)條件平差點(diǎn)編號(hào)案例1水準(zhǔn)網(wǎng)條件平差點(diǎn)編號(hào)案例21.點(diǎn)編號(hào)從1開(kāi)始編起，先編已知點(diǎn)，后編未知點(diǎn)，未知點(diǎn)的編號(hào)順序沒(méi)有要求。2.水準(zhǔn)測(cè)段觀測(cè)數(shù)據(jù)的輸入每個(gè)水準(zhǔn)測(cè)段觀測(cè)數(shù)據(jù)的輸入格式為：起訖點(diǎn)號(hào),測(cè)段高差(m),路線長(zhǎng)(km)每個(gè)水準(zhǔn)測(cè)段觀測(cè)數(shù)據(jù)占一行，6點(diǎn)→5點(diǎn)水準(zhǔn)測(cè)段輸入數(shù)據(jù)為：6.05,-8.615,0.95876.05——起訖點(diǎn)號(hào)，整數(shù)位為起點(diǎn)號(hào)，小數(shù)位為訖點(diǎn)號(hào)，根據(jù)總點(diǎn)數(shù)的不同分兩種情形輸入：(1)水準(zhǔn)網(wǎng)總點(diǎn)數(shù)<100，小數(shù)位訖點(diǎn)號(hào)為兩位數(shù)，不足兩位數(shù)前面添0湊足兩位數(shù)。如6.05的訖點(diǎn)號(hào)為5，而6.5的訖點(diǎn)號(hào)為50。(2)水準(zhǔn)網(wǎng)總點(diǎn)數(shù)>100,<1000時(shí)，小數(shù)位的訖點(diǎn)號(hào)保證三位數(shù)，不足三位數(shù)前面添0湊足。如6.005的訖點(diǎn)號(hào)為5，6.05的訖點(diǎn)號(hào)為50，而6.5的訖點(diǎn)號(hào)為500。水準(zhǔn)測(cè)段的高差觀測(cè)方向按實(shí)際觀測(cè)方向定，不要求統(tǒng)一到一個(gè)方向，不需要為水準(zhǔn)測(cè)段編號(hào)，程序根據(jù)測(cè)段的起訖點(diǎn)號(hào)自動(dòng)搜索平差計(jì)算所需水準(zhǔn)測(cè)段數(shù)據(jù)。3.閉合或附合水準(zhǔn)路線條件方程點(diǎn)號(hào)列立條件方程時(shí)推算高差閉合差的路徑，閉合水準(zhǔn)路線點(diǎn)號(hào)的起訖點(diǎn)號(hào)應(yīng)相同，附合水準(zhǔn)路線點(diǎn)號(hào)的起訖點(diǎn)號(hào)不同，應(yīng)為已知點(diǎn)。每條水準(zhǔn)路線點(diǎn)號(hào)數(shù)據(jù)占一行，水準(zhǔn)路線點(diǎn)號(hào)數(shù)=水準(zhǔn)網(wǎng)多余觀測(cè)數(shù)。作用——列條件方程和計(jì)算平差后未知點(diǎn)高程，要求第一條水準(zhǔn)路線點(diǎn)號(hào)的起點(diǎn)點(diǎn)號(hào)應(yīng)為已知點(diǎn)，其余水準(zhǔn)路線點(diǎn)號(hào)的起點(diǎn)點(diǎn)號(hào)不要求。下圖水準(zhǔn)測(cè)段高差觀測(cè)數(shù)=22，未知點(diǎn)數(shù)=19，多余觀測(cè)數(shù)22-19=3，3個(gè)條件的水準(zhǔn)路線點(diǎn)號(hào)可以是：1,2,3,4,5,6,16,17,18,11,19,20,15,111,19,20,15,14,13,12,116,7,8,9,10,11,18,17,16,6下圖水準(zhǔn)測(cè)段高差觀測(cè)數(shù)=12，未知點(diǎn)數(shù)=3，多余觀測(cè)數(shù)=12-3=9。9個(gè)條件可以是下列4個(gè)閉合水準(zhǔn)路線和5個(gè)附合水準(zhǔn)路線：1,9,7,17,8,9,72,7,8,25,8,9,51,7,22,8,33,8,44,8,55,9,64.平差值函數(shù)水準(zhǔn)路線點(diǎn)號(hào)平差值函數(shù)只能為未知點(diǎn)高程。為計(jì)算15,6,17,11四個(gè)未知點(diǎn)高程平差值的誤差，應(yīng)給出這些點(diǎn)從網(wǎng)中唯一已知點(diǎn)——1號(hào)點(diǎn)推算高程的點(diǎn)號(hào)路線：1,151,2,3,4,5,61,2,3,4,5,6,16,171,15,20,19,11為計(jì)算7,8,9三個(gè)點(diǎn)高程平差值的誤差，給出這些點(diǎn)從網(wǎng)中任一已知點(diǎn)推算高程的點(diǎn)號(hào)路線：1,72,86,9水準(zhǔn)網(wǎng)條件平差已知數(shù)據(jù)文件案例標(biāo)題每km全中誤差已知點(diǎn)數(shù),未知點(diǎn)數(shù),測(cè)段高差數(shù)點(diǎn)名已知點(diǎn)高程22個(gè)測(cè)段高差與路線長(zhǎng)條件方程路線點(diǎn)號(hào)計(jì)算高程平差值中誤差推算點(diǎn)號(hào)每km高差中數(shù)全中誤差限差二等——2mm三等——6mm四等——10mm圖根——22mm程序PG4-2.exe運(yùn)行界面水準(zhǔn)網(wǎng)條件平差已知數(shù)據(jù)文件案例4.3三角高程網(wǎng)間接平差程序(PG4-3)1.點(diǎn)編號(hào)從1開(kāi)始編起，先編已知高程點(diǎn)，后編未知點(diǎn)，未知點(diǎn)的編號(hào)順序沒(méi)有要求。2.測(cè)邊數(shù)據(jù)的輸入格式一條三角高程測(cè)邊觀測(cè)數(shù)據(jù)的輸入格式為：起訖點(diǎn)號(hào),高斯或參考橢球面的邊長(zhǎng)(m),往測(cè)豎角(dms),儀高(m),覘標(biāo)高(m),返測(cè)豎角(dms),儀高(m),覘標(biāo)高(m)若為單向高差觀測(cè)，則要求是往測(cè)邊方向，返測(cè)邊的豎角,儀高,覘標(biāo)高均應(yīng)輸0。測(cè)邊的輸入順序可以是任意順序?！袄舷x(chóng)坡→小院子”測(cè)邊的輸入數(shù)據(jù)為：1.05,3353.4068,-2.39463,1.52,3.12,2.43515,1.67,5.726.近似高程推算路線與三角形高差閉合差計(jì)算已知數(shù)據(jù)文件尾輸入近似高程推算路線點(diǎn)號(hào)。目的——計(jì)算未知點(diǎn)高程近似值與三角形高差閉合差。為避免三角形高差閉合差重復(fù)，可編寫(xiě)多條近似高程推算路線，路線數(shù)由程序自動(dòng)計(jì)算，不需要輸入。下面為兩條近似高程推算路線，要求在第一條路線的前3個(gè)點(diǎn)中至少有一個(gè)是已知點(diǎn)，且在后面任意一條路線的前3個(gè)點(diǎn)中，至少有一個(gè)點(diǎn)的點(diǎn)號(hào)出現(xiàn)在此前的路線中。1,11,7,-10,-9,-8,4,-6,-2,-3,-5,-11,12,-13,-11,12三角高程網(wǎng)間接平差已知數(shù)據(jù)文件案例數(shù)據(jù)項(xiàng)1——標(biāo)題字符。數(shù)據(jù)項(xiàng)2——測(cè)區(qū)平均曲率半徑Rm(m)，x坐標(biāo)加常數(shù)數(shù)據(jù)項(xiàng)3——邊長(zhǎng)投影高程面高程，邊長(zhǎng)投影面字符為高斯面，Y，否則為參考橢球面。數(shù)據(jù)項(xiàng)4——已知點(diǎn)數(shù)，未知點(diǎn)數(shù)，高差觀測(cè)測(cè)邊數(shù)。數(shù)據(jù)項(xiàng)5——點(diǎn)名字符。數(shù)據(jù)項(xiàng)6——全部點(diǎn)的概略橫坐標(biāo)值y，邊長(zhǎng)為高斯平面長(zhǎng)度時(shí)才需輸入。數(shù)據(jù)項(xiàng)7——已知點(diǎn)高程。數(shù)據(jù)項(xiàng)8——測(cè)邊高差觀測(cè)數(shù)據(jù)，每條測(cè)邊的往返對(duì)向高差觀測(cè)數(shù)據(jù)應(yīng)在一行內(nèi)輸完。起訖點(diǎn)號(hào),邊長(zhǎng)值(m),往測(cè)豎角(ddd.mmss),測(cè)站高(m),覘標(biāo)高(m),返測(cè)豎角(ddd.mmss),測(cè)站高(m),覘標(biāo)高(m)單向觀測(cè)測(cè)邊，將其編為往測(cè)數(shù)據(jù)，返測(cè)豎角、測(cè)站高、覘標(biāo)高均應(yīng)輸0。數(shù)據(jù)項(xiàng)9——未知點(diǎn)高程推算與三角形高差閉合差計(jì)算路線點(diǎn)號(hào)。程序PG4-3.exe運(yùn)行界面4.4光電測(cè)距三角高程導(dǎo)線網(wǎng)概算與條件平差程序(PG4-4)1.點(diǎn)編號(hào)從1開(kāi)始編起，先編已知高程點(diǎn)，后編未知點(diǎn)，對(duì)未知點(diǎn)編號(hào)順序無(wú)要求。2.三角高程導(dǎo)線邊的輸入順序與格式

一條三角高程導(dǎo)線邊觀測(cè)數(shù)據(jù)的輸入格式為：起訖點(diǎn)號(hào),往測(cè)斜距(m),往測(cè)豎角(dms),儀高(m),覘標(biāo)高(m),返測(cè)斜距(m),返測(cè)豎角(dms),儀高(m),覘標(biāo)高(m)“I45→高頂山”三角高程導(dǎo)線邊的輸入數(shù)據(jù)為：8.01,1316.6287,3.1318,1.605,1.535,1316.6374,-3.1434,1.55,1.365單向觀測(cè)邊，應(yīng)是往測(cè)邊，返測(cè)邊的“斜距,豎角,儀高,覘標(biāo)高”均應(yīng)輸0。

三角高程觀測(cè)邊數(shù)=57，未知點(diǎn)數(shù)也即必要觀測(cè)數(shù)=46，多余觀測(cè)數(shù)也即條件方程數(shù)=11?？闪谐?個(gè)閉合三角高程路線,6個(gè)附合三角高程路線。點(diǎn)號(hào)為：3,13,14,15,16,17,4,35,34,33,32,31,30,33,30,31,32,33,34,35,4,18,19,20,21,5,39,38,37,36,2,11,12,32,36,37,38,39,5,22,23,24,43,42,41,40,22,40,41,42,43,24,50,49,48,47,46,45,44,246,47,48,49,50,24,6,25,26,53,52,51,461,8,9,10,22,11,12,33,13,14,15,16,17,44,18,19,20,21,55,22,23,24,66,25,26,27,28,29,73.平差值函數(shù)水準(zhǔn)路線點(diǎn)號(hào)平差值函數(shù)只能為未知點(diǎn)高程。為計(jì)算24,26,46三個(gè)未知點(diǎn)高程平差值的誤差，給出從網(wǎng)中任意已知點(diǎn)推算這些點(diǎn)高程的點(diǎn)號(hào)路線：6,246,25,262,44,45,46光電測(cè)距三角高程導(dǎo)線網(wǎng)平差已知數(shù)據(jù)文件數(shù)據(jù)項(xiàng)1——標(biāo)題字符。數(shù)據(jù)項(xiàng)2——測(cè)區(qū)平均曲率半徑Rm,如<6000000,取6371000。數(shù)據(jù)項(xiàng)3——三角高程測(cè)量等級(jí)數(shù)字,4——四等,5——五等。數(shù)據(jù)項(xiàng)4——已知點(diǎn)數(shù),未知點(diǎn)數(shù),三角高程導(dǎo)線測(cè)邊數(shù)n。數(shù)據(jù)項(xiàng)5——點(diǎn)名字符。數(shù)據(jù)項(xiàng)6——已知點(diǎn)高程。數(shù)據(jù)項(xiàng)7——三角高程導(dǎo)線邊觀測(cè)數(shù)據(jù),格式為：起訖點(diǎn)號(hào),往測(cè)斜距(m),往測(cè)豎角(dms),儀高(m),覘標(biāo)高(m),返測(cè)斜距(m),返測(cè)豎角(dms),儀高(m),覘標(biāo)高(m)

光電測(cè)距三角高程導(dǎo)線網(wǎng)平差已知數(shù)據(jù)文件數(shù)據(jù)項(xiàng)8——閉附合路線點(diǎn)號(hào)，每環(huán)線或附合路線點(diǎn)號(hào)占一行，行數(shù)應(yīng)等于網(wǎng)的多余觀測(cè)數(shù)。數(shù)據(jù)項(xiàng)9——需評(píng)定未知點(diǎn)高程中誤差的平差值函數(shù)路線點(diǎn)號(hào)，從已知點(diǎn)號(hào)開(kāi)始，沿網(wǎng)中測(cè)邊經(jīng)歷的點(diǎn)號(hào)至需要評(píng)定高程精度的未知點(diǎn)止，圖中最后三行為評(píng)定24，26，46點(diǎn)高程精度。光電測(cè)距三角高程導(dǎo)線網(wǎng)平差已知數(shù)據(jù)文件程序PG4-4.exe運(yùn)行界面4.5三角網(wǎng)、邊角網(wǎng)概算與按方向附條件間接平差程序(PG4-5)1.點(diǎn)編號(hào)從1開(kāi)始編起，先編已知高程點(diǎn)，后編未知點(diǎn)，對(duì)未知點(diǎn)編號(hào)順序無(wú)要求。2.近似坐標(biāo)計(jì)算與坐標(biāo)推算路線點(diǎn)號(hào)保證A,B,P三點(diǎn)構(gòu)成的旋轉(zhuǎn)方向?yàn)槟鏁r(shí)針?lè)较?實(shí)際情況相符，保證三角型閉合差計(jì)算。三種情形討論。(1)有兩個(gè)以上已知點(diǎn)且已知點(diǎn)間的連線為三角網(wǎng)的觀測(cè)邊“橋東飯店”,“南山”為兩個(gè)已知點(diǎn)，已知點(diǎn)連線為三角網(wǎng)的一條方向觀測(cè)邊，坐標(biāo)推算路線的頭兩個(gè)點(diǎn)為這兩個(gè)已知點(diǎn)，沿坐標(biāo)推算路線計(jì)算一次即可得到全網(wǎng)未知點(diǎn)的真坐標(biāo)。1,2,-9,-10,-3,-4,2,-5,-6,-7,-8,-9(2)線形鎖——坐標(biāo)推算路線的頭一個(gè)點(diǎn)為已知點(diǎn)，箭頭所示方向的坐標(biāo)推算路線點(diǎn)號(hào)為：1,6,7,5,3,-4,-2(3)一個(gè)已知點(diǎn)，一個(gè)或多個(gè)已知邊及已知方位角已知點(diǎn)“觀音山”，有兩條已知基線邊和兩個(gè)已知方位角。圖中箭頭所示方向的兩條坐標(biāo)推算路線點(diǎn)號(hào)分別為：1,2,4,-3,-5,-6,7,11,12,131,4,8,-7,9,-10,-11數(shù)據(jù)項(xiàng)1——標(biāo)題字符。數(shù)據(jù)項(xiàng)2——等級(jí)三角網(wǎng)與邊角網(wǎng)測(cè)角中誤差允許值1→二等,1.8→三等,2.5→四等,5→一級(jí),10→二級(jí)。數(shù)據(jù)項(xiàng)3——是否計(jì)算邊長(zhǎng)的橢球與高斯投影改正?偏心改正?Y或y，計(jì)算邊長(zhǎng)的橢球與高斯投影改正，Y或y，計(jì)算偏心改正。數(shù)據(jù)項(xiàng)4——測(cè)區(qū)平均曲率半徑，橫坐標(biāo)加常數(shù)。數(shù)據(jù)項(xiàng)5——高程異常，邊長(zhǎng)投影高程面的高程H0。只有當(dāng)Y時(shí)才需要。數(shù)據(jù)項(xiàng)6——已知點(diǎn)數(shù)，未知點(diǎn)數(shù)，方向觀測(cè)數(shù)，邊長(zhǎng)數(shù)，已知方位角數(shù)。沒(méi)有測(cè)距邊或沒(méi)有已知方位角時(shí)，應(yīng)輸0。

數(shù)據(jù)項(xiàng)7——點(diǎn)名字符，可在一行內(nèi)輸完，也可分行輸入。分行輸入時(shí)，中間行應(yīng)以“,”結(jié)束。數(shù)據(jù)項(xiàng)8——點(diǎn)的概略高程值，應(yīng)在一行內(nèi)全部輸完。只有當(dāng)Y時(shí)，才需要輸入。數(shù)據(jù)項(xiàng)9——已知點(diǎn)平面坐標(biāo)。數(shù)據(jù)項(xiàng)10——已知方位角數(shù)據(jù)，格式為：起訖點(diǎn)號(hào)，方位角。只有當(dāng)方位角數(shù)≠0時(shí)才需要輸入。

數(shù)據(jù)項(xiàng)11——按點(diǎn)號(hào)順序的方向觀測(cè)值與覘點(diǎn)號(hào)每行一個(gè)點(diǎn)的全部方向觀測(cè)值和覘點(diǎn)號(hào)，共13個(gè)點(diǎn)。格式：方向觀測(cè)值，覘點(diǎn)號(hào)。數(shù)據(jù)項(xiàng)12——全網(wǎng)測(cè)站歸心元素和照準(zhǔn)點(diǎn)歸心元素，13個(gè)點(diǎn)。只有當(dāng)eYT$=“Y”或“y”時(shí)才需要輸入。數(shù)據(jù)項(xiàng)13——已知基線邊或測(cè)距邊數(shù)據(jù)，每條邊長(zhǎng)的數(shù)據(jù)占一行，格式為:起訖點(diǎn)號(hào)，邊長(zhǎng)值,權(quán)。當(dāng)邊長(zhǎng)為已知基線邊時(shí)，其權(quán)可輸2000。數(shù)據(jù)項(xiàng)14——近似坐標(biāo)推算路線點(diǎn)號(hào)每條坐標(biāo)推算路線點(diǎn)號(hào)數(shù)據(jù)占用一行。程序PG4-5.exe運(yùn)行界面4.6導(dǎo)線網(wǎng)概算與按方向與邊長(zhǎng)間接平差程序(PG4-6)1.點(diǎn)編號(hào)從1開(kāi)始編起，先編已知坐標(biāo)點(diǎn)，后編未知坐標(biāo)點(diǎn)，未知坐標(biāo)點(diǎn)的編號(hào)順序沒(méi)有要求。

2.近似坐標(biāo)計(jì)算與坐標(biāo)推算路線四種類(lèi)型：(1)附合導(dǎo)線——坐標(biāo)推算路線最前面兩個(gè)點(diǎn)和最尾部?jī)蓚€(gè)點(diǎn)為已知坐標(biāo)點(diǎn)或其坐標(biāo)已經(jīng)在該坐標(biāo)推算路線前的坐標(biāo)推算路線中計(jì)算出。1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,1,25,6,30,31,32,33,34,35,26,27(3)單邊定向?qū)Ь€只能計(jì)算出坐標(biāo)增量閉合差，無(wú)方位角閉合差，1,2,4,5,6,3(4)無(wú)定向?qū)Ь€這類(lèi)導(dǎo)線兩端的兩個(gè)已知點(diǎn)1,2號(hào)點(diǎn)不通視，先在假定坐標(biāo)系中推算未知點(diǎn)的假定坐標(biāo)，再將其變換到真坐標(biāo)系。1,3,4,5,2數(shù)據(jù)項(xiàng)1——標(biāo)題字符。數(shù)據(jù)項(xiàng)2——等級(jí)導(dǎo)線網(wǎng)測(cè)角中誤差允許值1.5→三等,2.5→四等,5→一級(jí),8——二級(jí),12→三級(jí)。測(cè)距儀標(biāo)稱(chēng)測(cè)距精度，5mm+5ppm→5,5數(shù)據(jù)項(xiàng)3——是(y)否計(jì)算邊長(zhǎng)的橢球與高斯投影改正，導(dǎo)線邊長(zhǎng)是(y)否已為水平距離。數(shù)據(jù)項(xiàng)4——測(cè)區(qū)平均曲率半徑，橫坐標(biāo)的加常數(shù)。數(shù)據(jù)項(xiàng)5——高程異常，邊長(zhǎng)投影高程面的高程。只有當(dāng)project$=“Y”時(shí)才需要。數(shù)據(jù)項(xiàng)6——已知點(diǎn)數(shù)，未知點(diǎn)數(shù)，方向觀測(cè)數(shù)，邊長(zhǎng)數(shù)。湖南望城火電廠大眾坡方案一級(jí)導(dǎo)線平面網(wǎng)嚴(yán)密平差計(jì)算資料5,5,5Y,N6366335,385000000,02,51,116,57數(shù)據(jù)項(xiàng)7——點(diǎn)名字符。數(shù)據(jù)項(xiàng)8——點(diǎn)概略高程值，當(dāng)project$=“Y”

時(shí)，才輸入。數(shù)據(jù)項(xiàng)9——已知點(diǎn)的平面坐標(biāo)。高頂山,高沖,I49,I48,I47,I46,I17,I18,I19,I20,I21,I5,I4,I3,I2,I1,I30,I42,I41,I40,I39,I38,I37,I29,I28,I10,I43,I44,I45,I22,I23,I24,I25,I26,I27,I52,I51,I50,I6,I7,I8,I9,I31,I32,I33,I34,I35,I36,I53,I16,I15,I14,I13156.96,96.22,69.86,58.26,44.37,32.10,35.91,42.796,56.91,62.95,69.31,39.608,30.995,31.442,36.207,35.982,36.201,36.24,35.54,35.363,50.25,69.13,71.559,73.06,81.91,80.465,50.93,55.33,82.78,33.34,36.05,36.98,72.73,66.38,90.11,51.98,56.21,77.19,67.799,60.50,68.03,74.65,35.721,36.05,37.588,30.45,58.10,71.67,46.72,61.78,52.037,54.706,74.313130334.4515,38387901.6828,3134621.62,38384764.47數(shù)據(jù)項(xiàng)10——導(dǎo)線點(diǎn)方向觀測(cè)值與覘點(diǎn)號(hào)每行輸一個(gè)點(diǎn)的全部方向觀測(cè)值和覘點(diǎn)號(hào)，每個(gè)方向觀測(cè)的輸入格式為：方向觀測(cè)值，覘點(diǎn)號(hào)。0,2,104.4701,290,3,40.0841,10,4,254.0213,20,5,84.5819,30,6,178.4755,40,7,29.1807,30,201.0704,50,8,198.5540,60,9,159.3435,70,10,31.2620,49,155.0625,50,185.121,80,11,194.5230,90,12,185.181,100,13,148.0445,39,187.5427,110,14,227.0234,120,15,167.2806,130,16,88.2648,140,15,189.2322,170,16,181.5724,18,271.0652,430,17,276.2339,190,18,158.1622,200,19,181.3314,210,20,179.5442,220,21,175.5938,230,24,131.0145,48,173.0024,220,23,207.4050,250,24,249.2348,260,25,45.0006,27,129.3753,35,187.1409,38,252.0405,420,28,142.5029,260,29,185.4840,270,1,145.1711,280,31,144.4501,60,30,189.1903,320,31,161.4545,330,32,77.3405,53,95.2619,340,33,264.3524,350,26,253.1406,340,37,143.2806,490,38,199.4501,360,26,201.0819,370,12,144.2736,400,39,220.2800,410,40,169.1126,420,41,174.2731,260,17,153.1808,440,43,214.4150,450,44,221.3906,460,45,82.4244,470,46,153.3130,480,47,195.0608,230,36,163.2038,90,51,284.3656,90,52,175.4900,500,51,270.3850,530,52,171.3514,33數(shù)據(jù)項(xiàng)11——測(cè)距邊數(shù)據(jù)，每條邊長(zhǎng)數(shù)據(jù)占一行，格式分為兩種情況，hor$=“Y”時(shí)為：起訖點(diǎn)號(hào),水平邊長(zhǎng)值；hor$≠“Y”時(shí)為：起訖點(diǎn)號(hào),往測(cè)斜距,往測(cè)豎角,返測(cè)斜距,返測(cè)豎角。2.03,1117.3677,-1.2048,1117.3626,1.20143.04,1049.2690,-0.3850,1049.2608,0.37404.05,692.6772,-1.0902,692.6733,1.08325.06,589.5769,-1.1136,589.5736,1.11106.07,684.4627,0.1830,684.4597,-0.18597.08,361.3508,1.0506,361.3500,-1.05388.09,703.9727,1.0834,703.9697,-1.09139.10,617.9871,0.3250,617.9890,-0.331910.11,647.5212,0.3424,647.5207,-0.345511.12,728.5811,-2.2050,728.5770,2.202712.13,721.5765,-0.4122,721.5711,0.404413.14,618.3475,0.0234,618.3465,-0.030614.15,565.5008,0.2833,565.4979,-0.290215.16,578.9502,-0.0220,578.9322,0.021816.17,303.9428,0.0240,303.9429,-0.031517.18,550.3615,0.0026,550.3548,-0.002618.19,387.4466,-0.1648,387.4434,0.161819.20,695.8640,0.0402,695.8654,-0.043420.21,577.9320,1.2844,577.9376,-1.291621.22,405.6676,2.3930,405.6734,-2.395922.23,296.5693,0.2800,296.5823,-0.290023.24,599.3939,0.0826,599.4045,-0.090124.25,1051.0746,0.2804,1051.0805,-0.284025.26,894.8822,-0.0516,894.8884,0.044226.27,538.9529,-3.0832,538.9199,3.070627.28,395.6487,0.3650,395.6519,-0.400028.29,921.3101,1.4229,921.3148,-1.440229.01,1316.6623,3.1318,1316.6675,-3.14346.30,775.1006,0.0552,775.1015,-0.060130.31,444.2571,0.2034,444.2594,-0.211031.32,337.7719,0.0904,337.7780,-0.094432.33,663.8379,3.0512,663.8437,-3.054033.34,777.6143,-0.2826,777.6172,0.280034.35,424.4006,3.1248,424.3883,-3.115635.26,733.0975,-0.4527,733.0913,0.445426.38,474.9799,-0.2450,474.9835,0.241838.37,425.9490,-2.4940,425.9425,2.482437.36,414.8751,-0.3658,414.8828,0.335036.49,327.0196,-0.5740,327.0175,0.540449.09,401.5972,1.2548,401.5951,-1.270012.39,468.8005,3.2543,468.7998,-3.261639.40,337.4099,-1.1346,337.4098,1.131340.41,492.9877,0.5146,492.9919,-0.521841.42,332.7452,1.0757,332.7492,-1.083042.26,577.8875,0.3434,577.8828,-0.345617.43,342.8990,-0.0430,342.9008,0.040043.44,537.7473,0.0150,537.7537,-0.022244.45,337.9014,0.1500,337.9051,-0.153445.46,682.3638,-0.3634,682.3653,0.361246.47,533.5230,2.5812,533.5229,-2.584247.48,660.3458,1.1038,660.3516,-1.110348.23,326.5478,-0.0156,326.5476,0.01269.50,609.0899,0.2707,609.0946,-0.275250.51,619.8298,-0.5430,619.8299,0.535751.52,541.2319,0.1625,541.2295,-0.170452.53,368.8258,3.0112,368.8379,-3.021053.33,491.9328,-0.1128,491.9330,0.1104數(shù)據(jù)項(xiàng)12——近似坐標(biāo)推算路線點(diǎn)