工程測量與監理專業畢業設計

2)建議在測量前進行氣泡檢校,並檢查儀器的設定情況,檢查內容包括稜鏡常數,溫度改正數的設定,測量數據的存放資料夾。

3)測量過程中除司鏡人外,其餘人員不要靠近全站儀,不要再全站儀附近走動喧譁打鬧。

4)全站儀在手動照準時儘量不要直接用手撥,應使用水平微動螺鏇和豎直微動螺鏇手動照準。

5)建議在測量之前記錄天氣情況,溫度,現場情況以及振動情況。

6)全站儀建站時建站坐標選值要適宜,使測量成果的x坐標y坐標和高程坐標都是正值。

四、內業成圖

4.1 數據傳輸

全站儀中記錄的數據需要傳輸到計算機中,才能在繪圖軟體下使用。傳輸到計算機中的坐標數據檔案的後綴為“dat”,該檔案屬文本檔案,一般可用windows中的“記事本”來編輯的修改。

下列是舊足球場測設數據:

a,,513526.030,2963450.921,135.124

a2,,513460.232,2963398.478,139.869

a3,,513455.532,2963407.925,146.270

a6,,513454.386,2963433.475,157.328

a9,,513508.976,2963463.486,142.625

w10,,513451.095,2963413.123,149.612

w11,,513452.882,2963432.345,157.196

w12,,513440.938,2963449.504,163.818

w13,,513450.695,2963408.383,147.919

d14,,513447.653,2963428.352,158.728

h15,,513514.032,2963447.829,129.925

h16,,513526.672,2963438.641,129.878

t17,,513536.688,2963430.795,130.019

t18,,513537.412,2963429.396,130.060

h19,,513527.029,2963422.632,129.596

h20,,513519.940,2963415.756,129.612

h21,,513514.270,2963408.521,129.601

h22,,513508.199,2963398.632,129.431

s23,,513513.240,2963403.514,129.465

s24,,513516.490,2963408.791,129.532

s25,,513519.096,2963412.219,129.504

s26,,513520.591,2963413.909,129.494

s27,,513530.745,2963423.468,129.680

s28,,513534.604,2963426.130,130.006

x29,,513506.062,2963479.626,145.881

x30,,513507.391,2963485.013,143.271

x31,,513530.473,2963540.395,141.334

32,,513532.405,2963535.651,139.902

33,,513485.338,2963507.515,149.543

34,,513495.344,2963518.967,149.189

35,,513505.042,2963534.691,150.044

36,,513516.957,2963549.741,147.448

37,,513521.795,2963549.748,146.857

38,,513525.021,2963533.388,139.451

39,,513516.511,2963524.900,137.625

40,,513502.539,2963503.165,139.178

41,,513502.674,2963492.341,144.250

42,,513474.861,2963501.829,159.106

43,,513474.933,2963511.503,158.285

44,,513514.673,2963511.621,137.436

45,,513505.110,2963518.516,141.689

46,,513499.175,2963504.426,140.267

47,,513508.241,2963497.310,137.453

48,,513514.352,2963506.594,137.350

49,,513501.002,2963509.572,140.547

50,,513509.831,2963555.361,155.817

51,,513501.846,2963548.108,159.580

52,,513493.257,2963535.634,160.183

53,,513460.563,2963515.003,171.827

k54,,513549.345,2963576.289,154.845

k55,,513545.584,2963566.324,150.814

k56,,513541.080,2963561.059,147.258

k57,,513525.046,2963533.361,139.439

58,,513570.471,2963640.131,154.790

x59,,513562.617,2963650.017,162.143

x60,,513547.721,2963642.945,166.478

x61,,513536.875,2963630.939,168.500

x62,,513531.469,2963624.765,171.508

x63,,513527.414,2963619.641,170.791

x64,,513517.056,2963616.558,172.364

z65,,513519.179,2963591.711,160.870

z66,,513545.789,2963611.364,157.983

x67,,513522.472,2963620.864,173.068

x68,,513509.566,2963615.902,172.697

x69,,513494.075,2963611.018,173.572

x70,,513484.113,2963608.600,173.854

x71,,513484.112,2963608.601,173.855

h72,,513470.038,2963584.419,170.269

h73,,513464.764,2963590.941,170.765

h74,,513480.589,2963576.052,170.259

h75,,513464.646,2963584.353,173.234

h76,,513492.284,2963568.429,167.741

77,,513284.725,2963517.322,178.420

f78,,513286.441,2963501.253,177.953

f79,,513285.833,2963496.490,0.000

4.2 cass軟體成圖

4.2.1 展野外測點點號

圖1

4.2.2 展高程點

圖2

4.2.3 cass成圖

根據野外數據採集的數據,經過南方cass軟體的展野外測點點號、展高程點操作,在南方cass上展現如圖1、圖2所示,然後利用南方cass的功能結合野外測圖時的草圖畫出如圖3所示xx軟體職業學院舊足球場1:500地形圖。

五、總結