SỐ liệu gps trong trắC ĐỊa công trình the technical specification for Engineering survey gps monitoring and processing


Sai so chieu dai lon nhat: B1 - M4md(max) = .0072



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Sai so chieu dai lon nhat: B1 - M4md(max) = .0072

Sai so chieu dai nho nhat: RS2 -CL1md(min) = .0014

So hieu chinh chieu dai lon nhat: B1-RS1Vd(max) = .0149

So hieu chinh chieu dai nho nhat: M5 - K1Vd(min) = .0001

BANG 3.3. BANG TRI DO, SO HIEU CHINH VA TRI BINH SAI CHENH CAO

HE TOA DO TRAC DIA ELLIPSOID KRASOVSKI

TT

Dau

Cuoi

dHdo

Mh

SHC

dHbs

1

RS2

CL1

.7774

.0037

-.0035

.7739

2

RS2

M1

.6753

.0051

-.0059

.6694

3

CL1

RS1

-1.5501

.0095

-.0094

-1.5595

4

CL1

M1

-.1028

.0047

-.0019

-.1047

5

M1

RS1

-1.4484

.0111

-.0067

-1.4551

6

M1

M2

.6868

.0049

-.0016

.6851

7

M1

M3

.5281

.0054

-.0001

.5279

8

M1

B1

.0196

.0053

.0040

.0236

9

B1

M2

.6669

.0062

-.0057

.6612

10

B1

M3

.5090

.0065

-.0049

.5041

11

M3

M2

.1590

.0048

-.0020

.1569

12

M2

B2

-1.0511

.0057

-.0043

-1.0554

13

M2

RS2

-1.3486

.0061

-.0065

-1.3552

14

M2

M4

-1.0209

.0075

-.0085

-1.0294

15

M4

B2

-.0291

.0078

.0028

-.0263

16

M4

RS2

-.3276

.0083

.0015

-.3260

17

B2

RS2

-.2970

.0051

-.0030

-.3000

18

M5

M2

.6921

.0051

.0036

.6958

19

M5

H2

-.4401

.0063

-.0012

-.4413

20

M5

N2

-.4528

.0053

.0013

-.4515

21

M2

H2

-1.1308

.0069

-.0066

-1.1374

22

M2

N2

-1.1444

.0059

-.0031

-1.1475

23

N2

H2

.0125

.0062

-.0026

.0099

24

M5

RS3

-.2629

.0062

.0038

-.2591

25

M5

CL2

-1.0239

.0062

.0003

-1.0235

26

M5

N2

-.4547

.0060

.0031

-.4515

27

N2

RS3

.1884

.0053

.0037

.1921

28

N2

CL2

-.5672

.0052

-.0050

-.5722

29

RS3

CL2

-.7595

.0054

-.0050

-.7646

30

M5

CL2

-1.0220

.0043

-.0014

-1.0235

31

M5

K1

-.3231

.0048

-.0016

-.3248

32

M5

M3

.5422

.0052

-.0035

.5386

33

K1

CL2

-.6989

.0045

.0000

-.6989

34

K1

M3

.8648

.0051

-.0016

.8632

35

M3

CL2

-1.5636

.0040

.0012

-1.5623

36

M4

H2

-.0954

.0079

-.0128

-.1082

37

B1

RS1

-1.4687

.0122

-.0102

-1.4789

38

B1

H2

-.4748

.0127

-.0011

-.4759

39

B1

M4

-.3478

.0181

-.0201

-.3680

40

RS1

H2

.9957

.0095

.0070

1.0028

41

RS1

M4

1.1170

.0119

-.0062

1.1107

42

M4

H2

-.1182

.0129

.0100

-.1082

43

RS2

RS1

-.7707

.0097

-.0147

-.7854

Sai so chenh cao lon nhat: B1 - M4 mH (max) = .0181

Sai so chenh cao nho nhat: RS2 - CL1 mH (min) = .0037

So hieu chinh chenh cao lon nhat: B1 - M4VH (max) = .0201

So hieu chinh chenh cao nho nhat: K1 - CL2VH (min) = .0000

BANG 3.4. DO CAO GEOID VA KET QUA BINH SAI DO CAO GEOID

HE TOA DO TRAC DIA ELLIPSOID KRASOVSKI

TT

Diem

Zdo

Mz

SHC

Zbs

MZbs

1

B1

-28.1117

.0046

-.0007

-28.1124

.0043

2

B2

-28.1114

.0046

.0008

-28.1106

.0043

3

CL1

-28.1150

.0046

.0004

-28.1145

.0044

4

CL2

-28.0966

.0046

.0004

-28.0961

.0045

5

H2

-28.1079

.0046

.0008

-28.1071

.0041

6

K1

-28.1048

.0046

.0002

-28.1046

.0041

7

M1

-28.1122

.0046

.0003

-28.1118

.0042

8

M2

-28.1081

.0046

-.0006

-28.1088

.0039

9

M3

-28.1083

.0046

.0006

-28.1077

.0041

10

M4

-28.1080

.0046

.0008

-28.1071

.0041

11

M5

-28.1046

.0046

-.0006

-28.1053

.0039

12

N2

-28.1045

.0046

-.0022

-28.1067

.0041

13

RS1

-28.1120

.0046

-.0009

-28.1129

.0045

14

RS2

-28.1146

.0046

.0009

-28.1137

.0045

15

RS3

-28.1018

.0046

-.0023

-28.1042

.0042


BANG 3.5. BANG TRI DO, SO HIEU CHINH

VA TRI BINH SAI CANH DIEN QUANG
HE TOA DO TRAC DIAELIPSOID KRASOVSKI

TT

Dau

Cuoi

Ddo

MD

SHC

Dbs

1

B2

M2

154.2410

.0048

.0052

154.2462

2

B2

M4

97.4700

.0047

-.0014

97.4685

3

B2

RS2

93.1480

.0047

-.0019

93.1461

4

CL1

M1

81.5990

.0047

-.0031

81.5959

5

CL2

K1

262.0420

.0049

-.0018

262.0401

6

CL2

M5

230.3680

.0048

.0019

230.3699

7

H2

M2

119.5220

.0047

.0026

119.5246

8

H2

M4

1.4800

.0047

.0022

1.4823

9

K1

M5

123.4960

.0047

.0036

123.4997

10

M2

M4

119.5440

.0047

.0026

119.5466

11

M2

M5

100.5150

.0047

-.0013

100.5137

12

M2

N2

156.1610

.0048

.0045

156.1655

13

M5

N2

119.5480

.0047

-.0001

119.5479

14

M5

RS3

138.4340

.0047

.0004

138.4345

15

N2

RS3

75.5030

.0047

-.0045

75.4984

16

H2

CL2

349.9170

.0050

.0039

349.9210

17

M4

CL2

351.3190

.0050

.0078

351.3268

18

B2

CL2

444.3280

.0051

.0047

444.3328

19

H2

CL1

231.1390

.0048

-.0021

231.1369

20

M4

CL1

229.8840

.0048

-.0041

229.8799

21

CL1

M3

233.5240

.0048

-.0009

233.5231

22

CL1

B1

159.9140

.0048

.0017

159.9158

23

B2

M1

120.9250

.0047

.0019

120.9270

24

B2

CL1

154.5730

.0048

.0001

154.5731

25

H2

B2

98.9530

.0047

-.0025

98.9505


Sai so chieu dai lon nhat: B2 - CL2md (max) = .0051

Sai so chieu dai nho nhat: B2 - M4md (min) = .0047

So hieu chinh chieu dai lon nhat: M4 - CL2Vd (max) = .0078

So hieu chinh chieu dai nho nhat: M5 - N2Vd (min) = .0001

BANG 4. BANG TOA DO VUONG GOC KHONG GIAN SAU BINH SAI

HE TOA DO VUONG GOC KHONG GIANELIPSOID QUY CHIEU: KRASOVSKI

STT

KY HIEU

X(m)

Y(m)

Z(m)

1

B1

-1620455.4110

5732240.0874

2272114.4911

2

B2

-1620627.2084

5732136.3748

2272251.5733

3

CL1

-1620478.0028

5732176.0169

2272259.2578

4

CL2

-1620826.1101

5732233.1772

2271866.2193

5

H2

-1620692.4484

5732147.2130

2272177.9704

6

K1

-1620585.9611

5732261.5775

2271967.1487

7

M1

-1620530.7405

5732185.5472

2272197.7295

8

M2

-1620607.2317

5732198.9025

2272111.9882

9

M3

-1620519.8482

5732251.2827

2272042.1940

10

M4

-1620691.5201

5732147.1335

2272179.1286

11

M5

-1620673.3734

5732209.3436

2272037.0245

12

N2

-1620757.7820

5732158.0877

2272104.4036

13

RS1

-1620370.6536

5732287.6312

2272051.2622

14

RS2

-1620562.4686

5732127.8346

2272317.9966

15

RS3

-1620805.1604

5732168.0260

2272046.4684


BANG 5. BANG TOA DO TRAC DIA SAU BINH SAI

HE TOA DO TRAC DIA ELLIPXOID QUY CHIEU: KRASOVXKI

STT

KY HIEU

B

L

H(m)

h(m)

1

B1

21 0 23.90677

105 47 6.52339

-20.780

7.332

2

B2

21 0 28.68625

105 47 13.22473

-21.175

6.936

3

CL1

21 0 28.94800

105 47 7.87968

-20.702

7.413

4

CL2

21 0 15.27276

105 47 18.94016

-21.832

6.264

5

H2

21 0 26.12367

105 47 15.29645

-21.255

6.852

6

K1

21 0 18.77937

105 47 10.67092

-21.137

6.968

7

M1

21 0 26.80626

105 47 9.54716

-20.805

7.307

8

M2

21 0 23.81133

105 47 11.97006

-20.118

7.991

9

M3

21 0 21.38239

105 47 8.56500

-20.275

7.833

10

M4

21 0 26.16266

105 47 15.26627

-21.147

6.960

11

M5

21 0 21.20905

105 47 14.07555

-20.812

7.293

12

N2

21 0 23.56147

105 47 17.37092

-21.264

6.843

13

RS1

21 0 21.72300

105 47 3.25141

-22.259

5.854

14

RS2

21 0 31.00354

105 47 11.14802

-21.476

6.638

15

RS3

21 0 21.54119

105 47 18.85593

-21.070

7.034



BANG 6.BANG THANH QUA TOA DO PHANG VA DO CAO SAU BINH SAI

HE HN-72, KINH TUYEN TRUNG UONG: 105 45 0.

TY LE CHIEU m0=1.0000

(PHUONG AN 3 DIEM GOC: RS1,RS2,RS3)


STT

Ký hiệu

X(m)

Y(m)

Mp(m)

Độ cao h

1

B1

2323853.962

503653.980

.0022

77.332

2

B2

2324001.000

503847.480

.0015

6.936

3

CL1

2324009.015

503693.115

.0017

7.413

4

CL2

2323588.503

504012.639

.0020

6.264

5

H2

2323922.201

503907.329

.0016

6.852

6

K1

2323696.294

503773.796

.0025

6.968

7

M1

2323943.156

503741.286

.0016

7.307

8

M2

2323851.062

503811.280

.0013

7.991

9

M3

2323776.337

503712.959

.0019

7.833

10

M4

2323923.400

503906.457

.0017

6.960

11

M5

2323771.042

503872.105

.0014

7.293

12

N2

2323843.414

503967.258

.0014

6.843

13

RS1

2323786.779

503559.500

.0000

5.854

14

RS2

2323072.255

503787.489

.0000

6.638

15

RS3

2323781.290

504010.160

.0000

7.034


- SAI SO VI TRI DIEM NHO NHAT :.000 m ; DIEM (RS1 )

- SAI SO VI TRI DIEM LON NHAT :.003 m ; DIEM (K1)

BANG 7.BANG CHIEU DAI CANH, PHUONG VI CANH VA SAI SO TUONG HO
HE TOA DO PHANG GAUSS ELLIPSOID KRASOVSKI


STT

D. DAU

D.CUOI

D (m)1

MD(m)




MD:D

P.VI







MfV

1

B1

CL1

159.916

.0017

1:

93109

140

09'

56"

2.21

2

B1

H2

262.378

.0016

1:

159541

740

55'

31"

1.48

3

B1

M1

124.811

.0012

1:

100920

440

23'

14"

2.85

4

B1

M2

157.326

.0014

1:

111623

910

03'

22"

1.99

5

B1

M3

97.489

.0017

1:

55863

1420

46'

22"

2.65

6

B1

M4

261.851

.0017

1:

150090

740

37'

21"

1.53

7

B1

RS1

115.931

.0014

1:

84394

2340

35'

02"

2.97

8

B2

CL1

154.573

.0015

1:

106559

2720

58'

20"

2.26

9

B2

CL2

444.333

.0015

1:

287436

1580

10'

46"

.78

10

B2

H2

98.950

.0014

1:

72750

1420

46'

59"

2.96

11

B2

M1

120.927

.0013

1:

91670

2410

25'

22"

2.77

12

B2

M2

154.246

.0011

1:

135908

1930

34'

25"

1.62

13

B2

M4

97.469

.0013

1:

74559

1420

45'

55"

2.89

14

B2

RS2

93.146

.0011

1:

85196

3190

54'

18"

2.42

15

CL1

H2

231.137

.0015

1:

149300

1120

03'

41"

1.51

16

CL1

M1

81.596

.0015

1:

54243

1430

49'

05"

2.87

17

CL1

M2

233.523

.0017

1:

139050

1750

07'

31"

1.30

18

CL1

M4

229.880

.0016

1:

143983

1110

51'

58"

1.58

19

CL1

RS1

259.311

.0012

1:

213424

2110

00'

56"

.97

20

CL1

RS2

113.603

.0011

1:

108143

560

10'

27"

1.48

21

CL2

H2

349.921

.0015

1:

232711

3420

29'

06"

.97

22

CL2

M1

262.040

.0014

1:

181900

2940

17'

24"

1.44

23

CL2

M2

353.680

.0014

1:

244615

3020

04'

44"

.88

24

CL2

M4

351.327

.0015

1:

231433

3420

24'

30"

.975

25

CL2

M5

230.370

.0011

1:

207075

3220

24'

29"

1.07

26

CL2

N2

258.920

.0013

1:

201626

3490

54'

20"

1.07

27

CL2

RS3

192.803

.0013

1:

145924

3590

15'

48"

1.55

28

H2

M2

119.525

.0012

1:

103079

2330

28'

29"

2.16

29

H2

M4

1.482

.0012

1:

1213

3230

58'

10"

+ + +

30

H2

M5

155.208

.0012

1:

126428

1930

07'

02"

1.68

31

H2

N2

98.989

.0012

1:

82334

1420

44'

30"

2.39

32

H2

RS1

373.261

.0011

1:

326337

2480

43'

38"

.66

33

K1

M3

100.539

.0016

1:

63321

3220

45'

48"

3.23

34

K1

M5

123.500

.0015

1:

81647

520

45'

11"

2.55

35

M1

M2

115.673

.0014

1:

82677

1420

45'

50"

1.73

36

M1

M3

169.207

.0014

1:

123732

1890

38'

14"

1.70

37

M1

RS1

239.791

.0010

1:

245349

2290

17'

49"

1.14

38

M1

RS2

137.118

.0012

1:

118091

190

41'

31"

1.75

39

M2

M3

123.494

.0011

1:

117292

2320

45'

52"

2.22

40

M2

M4

119.547

.0012

1:

96658

520

45'

51"

2.21

41

M2

M5

100.514

.0010

1:

100606

1420

45'

38"

1.85

42

M2

N2

156.166

.0010

1:

150412

920

48'

26"

1.44

43

M2

RS2

222.468

.0010

1:

225342

3530

51'

40"

.84

44

M3

M5

159.235

.0011

1:

139471

910

54'

20"

1.66

45

M4

RS1

372.886

.0012

1:

305252

2480

30'

25"

.68

46

M4

RS2

190.555

.0012

1:

155783

3210

22'

03"

1.33

47

M5

N2

119.548

.0009

1:

126948

520

44'

37"

1.78

48

M5

RS3

138.434

.0010

1:

140979

850

45'

17"

1.56

49

N2

RS3

75.498

.0010

1:

74199

1450

22'

17"

2.63


KET QUA DANH GIA DO CHINH XAC

=============================

- SAI SO TRUNG PHUONG TRONG SO DON VI :.94

- CANH NGAN NHAT : 1.482 m ; CANH (H2-M4)

- CANH DAI NHAT :444.333 m ; CANH (B2-CL2 )

- CHIEU DAI CANH TRUNG BINH :181.716 m

- SS TUONG DOI NHO NHAT : 1/ 326337 ; CANH (H2-RS1 )

- SS TUONG DOI LON NHAT : 1/ 1213 ; CANH (H2-M4)

- SS PHUONG VI NHO NHAT : .66" ; CANH (H2-RS1 )

- SS PHUONG VI LON NHAT : 184.14" ; CANH (H2-M4)



TÀI LIỆU THAM KHẢO





1.

Technical Specification for Urban Surveying Using Global Positioning System – CJJ 73-97. NXB Công nghiệp xây dựng Trung Quốc, Bắc Kinh, 10/1997


2.

Báo cáo tổng kết đề tài:”Nghiên cứu ứng dụng công nghệ GPS trong trắc địa công trình công nghiệp và nhà cao tầng (mã số: RD – 02), Hà Nội – 2003;

Báo cáo tổng kết đề tài cấp Bộ (Bộ Xây dựng).




3.

Báo cáo tổng kết đề tài cấp bộ (Bộ Giáo dục và Đào tạo; đề tài:”Nghiên cứu ứng dụng công nghệ GPS trong trắc địa công trình”, mã số B2001 – 36-23. Hà Nội – 2003.


4

Kết quả thực nghiệm đo GPS tại nhà máy thuỷ điện IALy, nhà Chung cư 11 tầng Hoàng Quốc Việt, Trung tâm Hội nghị Quốc gia.


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