工程測(cè)量實(shí)習(xí)個(gè)人報(bào)告

1、工程測(cè)量勘測(cè)實(shí)習(xí)個(gè)人報(bào)告目錄第一周 控制測(cè)量1水準(zhǔn)點(diǎn)高程測(cè)量記錄表2導(dǎo)線(xiàn)點(diǎn)高程測(cè)量計(jì)算表3 導(dǎo)線(xiàn)點(diǎn)坐標(biāo)計(jì)算表 第二周 地形測(cè)量4碎部點(diǎn)觀測(cè)記錄表（節(jié)選一頁(yè)，每人不同）第三周 線(xiàn)路測(cè)定5綜合要素計(jì)算及里程推算資料6 線(xiàn)路中樁坐標(biāo)計(jì)算7 中線(xiàn)放樣數(shù)據(jù)計(jì)算表8 縱橫面圖9橫斷面圖（二個(gè)橫斷面，含觀測(cè)數(shù)據(jù)表及橫斷面方向測(cè)定）小結(jié)BM1到BM2水準(zhǔn)測(cè)量記錄及計(jì)算表測(cè)點(diǎn)后視（m）前視（m）咼差（m測(cè)站距離高程改正后高程BM11.804+-77.334.01334.0130.576ZD11.4791.22883.50.184ZD21.5571.29571.50.283ZD31.3591.27472.10.1

2、21ZD41.3341.48055.50.296ZD51.4051.63050.70.179BM21.4501.58473.334.4634.0120.002ZD61.5241.45264.90.026ZD71.4381.55063.60.008ZD81.4751.43071.50.065ZD91.4401.54075.50.015ZD101.4351.42572.50.095ZD111.1981.34070.50.477BM21.67534.00834.01318.89818.9031.1611.166輔助計(jì)算fh = -5mmFh =12 n= 12 12=41.6mmfh c Fh二數(shù)據(jù)

3、合理BM1與E點(diǎn)往返測(cè)BM1與E點(diǎn)往返測(cè)測(cè)站bm1讀數(shù)（me點(diǎn)讀數(shù)（m兩點(diǎn)咼差（m11.6721.4750.19721.7201.5230.197視距記錄及計(jì)算測(cè)站數(shù)上絲讀數(shù)（m）下絲讀數(shù)（m視距（m測(cè)站距離（m測(cè)站11.9001.1602977.31.4720.98948.3測(cè)站21.6851.2754183.51.5051.08042.5測(cè)站31.7161.39232.471.51.4701.07939.1測(cè)站41.5211.19033.172.11.6701.28239測(cè)站51.4751.19028.555.51.7651.49527測(cè)站61.5251.2852450.71.7151.4

4、4826.7測(cè)站71.6551.24441.173.31.6121.29032.2測(cè)站81.6701.3802964.91.7291.37035.9測(cè)站91.6221.25137.163.61.5151.25026.5測(cè)站101.6401.30533.571.51.7301.35038測(cè)站111.6401.24539.575.51.6051.24536測(cè)站121.6151.25036.572.51.5201.16036測(cè)站131.3651.03033.570.51.8601.49037水準(zhǔn)測(cè)量導(dǎo)線(xiàn)點(diǎn)高程測(cè)站后視（加）前視咼差改正數(shù)改正后咼差兩點(diǎn)之間的高差高程（巧(-)(+ )(-)(+ )(-

5、)131. 4150. 1510. 001a 1520. 234. 013ZD11.3521 2640. 0470. 0010. 048E1. 3601.30534. 2120. 1540. 0020. 1566 072ZD21. 3451. 214-0. 0860. 002-0. 084F1. 3891. 43134. 2B50.192CL 0026 1940,237ZD31. 3551.1970. 010. 0020. 043A1. 2951. 31434. 522-0. 03S0. 001-0. 0370 209ZD41. 2581. 3330. 0680. 0010. 069ZD51.

6、 36S1. 190.1760. 0010. 17?B1. 5161. 19陸7310. 2280. 0020. 230, 357ZD61. 3571. 2880. 1250. 0020. 127C1. 1811. 232r35. 008-0. 9.270 002-0.-0. 565ZD71. 2461. 4137 3370. 002335D1,2491,58334. 523-0. 057么0017 056P. 51ZD81. 0771. 306-0. 4540-0. 454T31. 53134. 013X1. 1B2T. 2040. 0221. 196-1.1960-0. 0220輔助計(jì)算V

7、 & = -l.204/mf =，-，彷二 _02湖=-2M 期耳=30jE =i27Jmmfhh 數(shù)據(jù)合格2導(dǎo)線(xiàn)點(diǎn)高程測(cè)量計(jì)算表三角高程高差測(cè)量及計(jì)算三角高程高差測(cè)量記錄及計(jì)算測(cè)站儀器高鏡高往測(cè)高差兩點(diǎn)之間高差平均高差改正數(shù)改正后高差JHm盤(pán)左盤(pán)右盤(pán)左盤(pán)右mJTIA1. 6050.1060.1030. 2110. 2080. 21-0. 0020. 208B1.6041.50. 9070. 9020. 3610. 3560. 359-0. 0020. 357C1.5832. 15-0. 643一0. 649-0. 56-0 566一0 563一0. 002-0. 565D1. 5271. 5

8、-0. 231-0. 229-0. 304-0. 302-0. 303-0. 002-0. 305E1. 4691.60.1020.1040. 0710. 0730. 072-0. 0030. 069F1. 5941. 50.1410.1470. 2350. 2410. 238-0. 0020. 236A1.5X0. 0140. 010. 013-0. 0130輔助計(jì)算/廣+0.05F=3OVZ=27.7W7W fh Fh數(shù)據(jù)合榕測(cè)站儀器高鏡高返測(cè)高差兩點(diǎn)之間高差平均高差改正數(shù)改正后高差mm盤(pán)左盤(pán)右盤(pán)左盤(pán)右RRA1. 605-0. 342-0. 346-0. 237-0. 241-0. 239

9、0. 002-0. 237F1.5941.5-0. 062-0. 067-0. 068-0. 073-0. 0710. 003-0. 069E1. 4691.60. 3450. 3380. 3140. 3070. 3110. 0030. 314D1.5271.51.1791.1860. 5560. 5630. 560. 0020. 562C1.5832.15-0. 444-0. 438-0. 361-0. 355-0. 3580. 002-0. 356B1.6041.5-0. 323-0. 319-0. 219-0. 215-0. 2170. 002-0. 215A1.5X-0. 015-0.

10、 014-0. 0140. 0140輔助計(jì)算/廣+0.01 初 F=30VE = 27.7wwfhFh數(shù)據(jù)合格三角高程高差測(cè)量的結(jié)果測(cè)站往返測(cè)平均高差高程(m)E0.06934.21F34.2790.237A34.5160.212B34.7290.356C35.084-0.564D34.52-0.31E34.21水準(zhǔn)測(cè)量導(dǎo)線(xiàn)點(diǎn)高程水準(zhǔn)測(cè)量導(dǎo)線(xiàn)點(diǎn)高程測(cè)站后視伽）前視E）高差改iE數(shù)改正后咼差導(dǎo)線(xiàn)點(diǎn)之間的高差咼程（十）(-)(+)(-)+C-)E1.3681. 3050.1540* 0020. 1560. 07234. 21ZD21.3451* 21-0. 0860. 002-0. 084F1.

11、3891. 43134. 2820. 1926 0020.194CL 237ZD31.355k 1970. 0410. 0020. 043A1. 2951*31434, 519-0. 0380. 001-0. 0370. 209ZD41, 2581 3330. 0680. 0016 069ZD51. 3661*190, 1760, 0010. 177B1, 5161. 1934. 7280. 2280. 0020. 230. 357ZD61. 3571. 2980. 1250, 0020. 127C1. 131L 23235. 085-0,2320. 0027 23-0. 565ZD71,24

12、61.413-0, 3370. 002-0. 335D1. 2491.58334.52-0. 0570. 001-0. 0567 31ZD81. 1851. 306-0. 2556 001-0. 254E1. 43734. 21X0.湖-1. 0050.0210. 996-0. 9960-0. 0210輔助計(jì)算Vo = +q.984w耳=30= 27.7 mm2 = -1.005m/電=壬4-1)= -0.02加?= -2fhFh數(shù)據(jù)臺(tái)格3 導(dǎo)線(xiàn)點(diǎn)坐標(biāo)計(jì)算表閉合導(dǎo)線(xiàn)坐標(biāo)計(jì)算閉合導(dǎo)線(xiàn)坐標(biāo)計(jì)算測(cè)站左角觀測(cè)值角度改正數(shù)調(diào)整后的左角坐標(biāo)方位角邊長(zhǎng)(m)坐標(biāo)増量計(jì)算值改正數(shù)調(diào)整后的坐標(biāo)増崖坐標(biāo)()C)(

13、)()AxAyAxAyAxAyXyA238 31 47167.19-87. 282-142. 59800. 009-87. 28-142. 59806. 188496. 356B124 57 18-6124 57 12183 28 59134.175-133. 927-8. 152-0. 0010. 008-133.9-8. 144718. 906353. 767C118 46 51-6118 46 45584. 978345. 623122 15 44144. 504-77. 135122.194-0. 0010. 007-77. 14122. 201D122 32 30-6122 32 2

14、4507. 842467. 82464 48 08122. 89253. 321111.198-0. 0010. 00653. 32111.204E117 33 51-6117 33 45579. 0282 21 53158. 443158. 3086. 53700. 008158. 316. 545F132 09 00-6132 08 54718. 47585. 573314 30 47124.12187. 719-89. 223-0. 0010. 00687. 718-89. 217A104 01 06-6104 01 00806.188496. 356238 31 47Bz720 00

15、36-36720 00 00852. 3250. 004-0. 04400浦助計(jì)簞工 0. = 72(TOO3& 工=(6 2)*18CP = 72(f0000”p? = 40、瓦=98”/疔 丫0廠(chǎng)工+36兀數(shù)據(jù)口格/ = J/工 + 人=0一044加K 心852.325 19000 2000數(shù)據(jù)合格控制測(cè)量導(dǎo)線(xiàn)點(diǎn)坐標(biāo)控制測(cè)量導(dǎo)線(xiàn)點(diǎn)坐標(biāo)導(dǎo)線(xiàn)點(diǎn)三維坐標(biāo)(m)XYZA806.188496.35634.516B718.906353.76734.729C584.978345.62335.084D507.842467.82434.52E560.162579.02834.21F718.47585.573

16、34.279第二周地形測(cè)量4碎部點(diǎn)觀測(cè)記錄表（節(jié)選一頁(yè)，每人不同）編號(hào)XYZTQ1748.289415.53234.527TQ2740.187406.56534.569TQ3725.338393.67134.696TQ4732.421399.32534.624TQ5726.223393.02234.690TQ6732.908398.27434.627TQ7718.129388.57435.096TQ8720.958384.42834.791TQ9717.758382.72835.097TQ10710.613383.91236.741TQ11712.801379.65834.787TQ12704

17、.867375.01834.833TQ13696.117371.62334.834TQ14687.498368.40534.872TQ15678.509365.95435.107TQ16683.320362.11334.882TQ17682.461365.87934.872TQ18677.419360.81735.114TQ19676.088365.71935.108TQ20669.878364.19436.887TQ21670.692359.05634.877TQ22660.943357.85434.849TQ23651.360357.08335.003TQ24702.583379.8273

18、5.116TQ25694.605375.99935.130TQ26685.973373.25635.110TQ27677.430370.69035.124TQ28651.373356.83135.018TQ29661.011357.58734.875TQ30670.728358.7734.887TQ31641.8356.8335.141TQ32632.164357.33334.873TQ33622.181358.59734.895TQ34615.339360.04935.132TQ35609.848361.12134.947TQ36616.117365.03735.148TQ37610.383

19、64.85434.957TQ38623.145367.37536.918TQ39614.321365.25935.142TQ40660.28362.62935.118TQ41651.173361.88935.145TQ42660.068366.89835.124TQ43641.849361.76135.152TQ44651.01366.42735.127TQ45623.879368.28235.146TQ46615.419369.92235.147TQ47606.752372.19935.172TQ48597.974375.15135.156TQ49590.066378.50535.156TQ

20、50605.344367.50234.95TQ51596.598370.56134.959TQ52588.032373.95334.931TQ53579.737378.26534.901TQ54574.207381.46435.149TQ55571.288383.24834.855TQ56581.623382.23836.749TQ57573.656387.02734.86TQ58566.832391.68934.81TQ59559.703398.40634.74TQ60551.717404.50734.673第三周線(xiàn)路測(cè)定5綜合要素計(jì)算及里程推算資料（1）已知數(shù)據(jù)交占八、坐標(biāo)（m）坐標(biāo)增量（

21、m平距（m）坐標(biāo)方位角XY X YZH583.033345.513116.4257.812116.686176 09 36JD1699.458337.701110.94836.142116.68618 02 36R=500ml=40ma =21 10 17HZ810.406373.843JD2HZYHQZHYJD0(2) 曲線(xiàn)綜合要素計(jì)算緩和曲線(xiàn)切線(xiàn)角:上*迪旦*迪 2 17312R n 2*500 n緩和曲線(xiàn)總偏角:1l 0 180 =0 45 50”0 6R 切垂距：3m-01019.999m224R2圓曲線(xiàn)的內(nèi)位移量：p、古珈(5)切線(xiàn)長(zhǎng)：T =m (p R) * tan116.687m

22、2曲線(xiàn)長(zhǎng)：L230.968m180外矢距：ot0 = (p R) *sec 亠-R 二 9.394mE 2(8)切線(xiàn)差：q = 2T - L 二 2.405m(3) 主點(diǎn)里程計(jì)算(4) 副點(diǎn)里程計(jì)算緩和曲線(xiàn)部分，每隔123圓曲線(xiàn)部分，每隔10m 一個(gè)點(diǎn)，不考慮里程尾數(shù)DK0+452.160DK0+462.160DK0+472.16020m個(gè)點(diǎn)，考慮里程尾數(shù)JD0DK0+377.16070.000ZHDK0+442.160+ 1 040.000HYDK0+482.160+L/2- 1 075.484QZDK0+557.644+L/2-1 075.484YHDK0+633.128+ 1 040.0

23、00HZDK0+673.128DK0+500.0005678910 緩和曲線(xiàn)部分，131415DK0+520.000DK0+540.000DK0_560.000DK0+580.000DK0+600.000DK0+620.000每隔 10m一個(gè)點(diǎn)，不考慮里程尾數(shù)DK0+643.128DK0+653.128DK0+673.1286線(xiàn)路中樁坐標(biāo)計(jì)算里程局部坐標(biāo)統(tǒng)一坐標(biāo)XYXYJDODK0+377.160513.19350.201Z1402.16543.123346.192Z2422.16563.078346.852Z3432.16573.055346.183ZHDK0+442.16000583.03

24、3345.513452.16100.008593.011344.851462.16200.067602.993344.24472.1629.9980.225612.979343.728HYDKO+482.1639.9940.533622.955343.2650057.8041.565640.812343.20352077.7113.475660.802343.77654097.5266.18680.754343.147QZDK0+557.644114.9059.223689.295347.022DK0+557.644114.9059.223689.295347.022560112.598.78

25、1700.633347.31958092.8685.472720.41350.28160073.0242.953740.056354.03262053.1041.23759.532358.564YH633.12839.9940.533772.214361.962643.12829.9980.225781.813364.765653.128200.067791.369367.712663.128100.008800.895370.753HZDK0+673.12800810.406373.843Z4703.128838.931383.135Z5723.128857.947389.33Z6733.1

26、28867.455392.427JD2DK0+743.128876.964395.5258中線(xiàn)放樣數(shù)據(jù)計(jì)算表測(cè)點(diǎn)水準(zhǔn)點(diǎn)讀數(shù)儀器高程(m高程(m)備注后視中視前視D1.66436.18434.52水準(zhǔn)點(diǎn)高度JDO 0+377.1600.8635.324D-34.520m0+402.1600.9635.224B-34.729m0+422.1601.1635.024實(shí)測(cè)閉合差0+432.1601.1535.034fh=34.715-34.729ZH 0+442.1601.135.084=-14mm0+452.1601.1635.024容許閉合差Jl圧0+462.1601.1735.014Fh= 50

27、0+472.1601.234.984= 55.3mmHY 0+482.1601.2334.954精度合限0+500.0001.2934.894ZD1 0+510.0001.3551.26436.27534.920+520.0001.5134.7650+540.0001.5434.735QZ 0+557.6441.6234.6550+560.0001.4934.785ZD2 0+568.0001.4291.66336.04134.6120+580.0001.4734.5710+600.0001.734.3410+620.0001.7934.251YH 0+633.1281.8334.2110+6

28、43.1281.7834.261ZD3 0+646.1281.9261.75536.21234.2860+653.1281.8534.3620+663.1281.7634.452HZ 0+673.1281.6634.5520+703.1281.634.6120+723.1281.6534.5620+733.1281.6234.592JD2 0+743.1281.5934.622B1.49734.7156.3746.17934.715-6.179-34.520.1950.195實(shí)測(cè)距離置鏡點(diǎn)測(cè)點(diǎn)上絲讀數(shù)下絲讀數(shù)視距（m1BM11.8851.44244.3JDO1.0850.635450+402.

29、1601.180.74243.80+422.1601.3680.95341.50+432.1601.3450.95539ZH 0+442.1601.2390.96227.70+452.1601.3470.97337.40+462.1601.3620.97838.40+472.1601.4190.98343.6HY 0+482.1601.4561.00545.10+500.0001.5291.05347.6ZD1 0+510.0001.5211.00851.32ZD1 0+510.0001.5361.17436.20+520.0001.671.34932.10+540.0001.7011.385

30、31.6QZ 0+557.6441.7451.495250+560.0001.6091.36524.4ZD2 0+568.0001.8391.48735.23ZD2 0+568.0001.6131.24536.80+580.0001.6451.29934.60+600.0001.8681.53533.30+620.0001.9061.66624YH 0+633.1281.9411.721220+643.1281.9251.64328.2ZD3 0+646.1281.9281.58234.64ZD3 0+646.1282.1171.73538.20+653.1282.0831.62445.90+

31、663.1281.9761.53244.4HZ 0+673.1281.861.47390+703.1281.7961.4138.60+723.1281.8051.49630.90+733.1281.7651.47828.7JD2 0+743.1281.7271.45826.9BM21.6481.34630.28縱斷面圖I一jI-.b381Ii9橫斷面圖（二個(gè)橫斷面，含觀測(cè)數(shù)據(jù)表及橫斷面方向測(cè)定）KOt4&2 %小結(jié)本次實(shí)習(xí)時(shí)間從 7月3號(hào)到 7月18號(hào)，總共三周的任務(wù)量，主要目的是培養(yǎng)基本動(dòng)手 操作能力，充分鍛煉在測(cè)、記、算、繪等方面的能力，充分認(rèn)識(shí)測(cè)量工作的科學(xué)性、精密 性，鞏固課本中所學(xué)的

32、知識(shí)，解決遺留的問(wèn)題，發(fā)現(xiàn)學(xué)習(xí)中的不足，彌補(bǔ)遺漏掉的知識(shí)點(diǎn)。第一周基于一學(xué)期的學(xué)習(xí)和相關(guān)知識(shí)點(diǎn)的掌握，在第一周上午的任務(wù)講解大會(huì)上，老師先告 訴我們這三周所要做的工作是什么，然后細(xì)致講解了第一周的任務(wù)和要注意的方面。我們 隊(duì)要做的工作有了大致了解。開(kāi)完會(huì)，我們就去儀器室拿儀器，拿到了水準(zhǔn)儀、全站儀、 棱鏡、鋼尺等測(cè)量工具。我們對(duì)全站儀和水準(zhǔn)儀做了全方位的檢核，由于當(dāng)天下雨，組長(zhǎng) 便在專(zhuān)教給我們分配了各自的任務(wù)，約定第二天出來(lái)測(cè)。我們分為兩個(gè)小組，一組導(dǎo)線(xiàn)測(cè) 量，一組水準(zhǔn)測(cè)量，我主要立尺順帶對(duì)儀器作對(duì)中整平。一上午我們就將BM1到BM2的往測(cè)和反側(cè)完成了，誤差不超過(guò) 5 個(gè)毫米。詢(xún)問(wèn)得知另一組也

33、完成了導(dǎo)線(xiàn)測(cè)量。但是導(dǎo)線(xiàn)測(cè) 量得出的數(shù)據(jù)誤差很大，反思后發(fā)現(xiàn)沒(méi)有量取儀器高，只好下午又測(cè)了一遍，這次每次都 量取了鏡高和儀高，并且在角度和坐標(biāo)上還和上午的做了對(duì)比，防止出錯(cuò)。最終用了兩天 完成了第一周的測(cè)量工作。第二周通過(guò)第一周的水準(zhǔn)測(cè)量和導(dǎo)線(xiàn)測(cè)量，我們都熟悉了水準(zhǔn)儀和全站儀的操作，從而為第二 周的勘測(cè)打下來(lái)基礎(chǔ)。我們?cè)谶M(jìn)行第二周任務(wù)之前，貫徹執(zhí)行測(cè)量工作中遵循的 “上一 步測(cè)量結(jié)果未做檢核不進(jìn)行下一步測(cè)量工作”，我們?cè)诟鱾€(gè)控制點(diǎn)設(shè)置測(cè)站直接讀取 相鄰測(cè)站的坐標(biāo)，全站儀顯示的結(jié)果跟我們理論計(jì)算的結(jié)果誤差都在范圍以?xún)?nèi)，證明 我計(jì)算的結(jié)果是沒(méi)有錯(cuò)的。然后我們 “先控制后碎部”，開(kāi)始測(cè)量體育場(chǎng)周?chē)乃椴?點(diǎn)。我們兩小組分塊測(cè)量，我測(cè)量的塊是體育館周?chē)闹?，馬路，籃球場(chǎng)和花壇。 我主要的工作是前期的立鏡，后期的打傘以及部分讀數(shù)工作，并傳訊。每一塊都在導(dǎo) 線(xiàn)點(diǎn)測(cè)量，完成一塊在進(jìn)行下一塊。具體的碎部點(diǎn)測(cè)量方法是，以 A 點(diǎn)作為例子，以 A作為測(cè)站，架設(shè)全站儀，輸入測(cè)站 A點(diǎn)坐標(biāo)和高程以及儀高，輸入定的后視 F點(diǎn)的坐 標(biāo)和高程，然后轉(zhuǎn)動(dòng)全站儀后視 F 點(diǎn)定向，最后就可以進(jìn)行碎部點(diǎn)測(cè)量了，瞄準(zhǔn)碎部 點(diǎn)的棱