35

+641

0

方位角a＝205.3566618°=205°21′23.9″

0

0

23338.881

62525.042

变更图   G标、H标分隔围堰及涵管工程变更的文XM－HDHY－019

                                     吹填分区围堰平面图  2／2   日期：2007.07

设计值

36

+660

19

-17.1695

-8.13678

23321.712

62516.905

计算所得

37

+680

39

-35.24272

-16.70182

23303.638

62508.340

计算所得

38

+700

59

-53.31591

-25.26685

23285.565

62499.775

计算所得

39

+720

79

-71.3891

-33.83189

23267.492

62491.210

计算所得

+733.0678

92.0678

-83.198

-39.428

23255.683

62485.614

设计值

40

+740

99

-89.4623

-42.3969

23249.4187

62482.645

计算所得

41

+760

119

-107.5355

-50.96196

23231.3455

62474.080

计算所得

42

+780

139

-125.6087

-59.5270

23213.272

62465.515

计算所得

43

+800

159

-143.68186

-68.092

23195.199

62456.950

计算所得

44

+820

179

-161.75505

-76.6571

23177.126

62448.385

计算所得

45

+827.87

186.87

-168.8669

-80.0274

23170.014

62445.015

设计值