2024年4月4日发(作者：睢和韵)
河道清淤测量原始断面数据
桩号
平距
20.18
12.59
3+325
6.33
0.00
-6.02
-12.72
24.12
23.47
16.18
8.13
3+380
0.00
-5.28
-11.01
-16.30
-17.23
27.80
25.87
25.28
24.70
22.46
12.93
3+425
5.66
0.00
-5.76
-11.03
-15.49
-16.25
-17.06
27.57
25.89
16.35
8.05
3+480
0.00
-8.16
施工单位：
高程(m)
22.68
22.48
22.35
22.28
22.38
22.50
23.84
22.90
22.13
22.21
22.05
22.11
22.20
22.10
22.90
24.09
23.87
23.05
21.40
21.38
21.47
21.18
21.20
21.28
21.35
21.28
23.00
23.47
23.93
23.05
21.44
21.46
21.32
21.45
监理单位：
第 1 页，共 52 页
20.18,22.68
12.59,22.48
6.33,22.35
0,22.28
-6.02,22.38
-12.72,22.5
24.12,23.84
23.47,22.9
16.18,22.13
8.13,22.21
0,22.05
-5.28,22.11
-11.01,22.2
-16.3,22.1
-17.23,22.9
27.8,24.09
25.87,23.87
25.28,23.05
24.7,21.4
22.46,21.38
12.93,21.47
5.66,21.18
0,21.2
-5.76,21.28
-11.03,21.35
-15.49,21.28
-16.25,23
-17.06,23.47
27.57,23.93
25.89,23.05
16.35,21.44
8.05,21.46
0,21.32
-8.16,21.45
业主代表：
各断面均以河道
中心为原点，且
左边为负
备注
河道清淤测量原始断面数据
桩号
平距
-14.96
-16.42
-17.74
20.96
15.33
7.10
3+525
0.00
-9.79
-17.02
-18.04
-19.16
21.66
14.31
3+580
7.90
0.00
-6.52
-14.29
27.32
24.88
20.91
3+625
14.28
6.15
0.00
-6.30
-12.31
25.51
21.29
17.05
3+680
10.51
4.24
0.00
-7.58
-13.69
26.16
施工单位：
高程(m)
21.33
22.91
23.57
22.18
22.07
22.08
22.10
22.11
22.03
22.89
23.71
22.24
22.08
22.00
22.01
22.07
22.32
24.73
21.67
21.57
21.67
21.51
21.59
21.66
21.78
24.45
21.87
21.79
21.82
21.71
21.82
21.88
21.91
23.87
监理单位：
第 2 页，共 52 页
-14.96,21.33
-16.42,22.91
-17.74,23.57
20.96,22.18
15.33,22.07
7.1,22.08
0,22.1
-9.79,22.11
-17.02,22.03
-18.04,22.89
-19.16,23.71
21.66,22.24
14.31,22.08
7.9,22
0,22.01
-6.52,22.07
-14.29,22.32
27.32,24.73
24.88,21.67
20.91,21.57
14.28,21.67
6.15,21.51
0,21.59
-6.3,21.66
-12.31,21.78
25.51,24.45
21.29,21.87
17.05,21.79
10.51,21.82
4.24,21.71
0,21.82
-7.58,21.88
-13.69,21.91
26.16,23.87
业主代表：
备注
2024年4月4日发(作者：睢和韵)
河道清淤测量原始断面数据
桩号
平距
20.18
12.59
3+325
6.33
0.00
-6.02
-12.72
24.12
23.47
16.18
8.13
3+380
0.00
-5.28
-11.01
-16.30
-17.23
27.80
25.87
25.28
24.70
22.46
12.93
3+425
5.66
0.00
-5.76
-11.03
-15.49
-16.25
-17.06
27.57
25.89
16.35
8.05
3+480
0.00
-8.16
施工单位：
高程(m)
22.68
22.48
22.35
22.28
22.38
22.50
23.84
22.90
22.13
22.21
22.05
22.11
22.20
22.10
22.90
24.09
23.87
23.05
21.40
21.38
21.47
21.18
21.20
21.28
21.35
21.28
23.00
23.47
23.93
23.05
21.44
21.46
21.32
21.45
监理单位：
第 1 页，共 52 页
20.18,22.68
12.59,22.48
6.33,22.35
0,22.28
-6.02,22.38
-12.72,22.5
24.12,23.84
23.47,22.9
16.18,22.13
8.13,22.21
0,22.05
-5.28,22.11
-11.01,22.2
-16.3,22.1
-17.23,22.9
27.8,24.09
25.87,23.87
25.28,23.05
24.7,21.4
22.46,21.38
12.93,21.47
5.66,21.18
0,21.2
-5.76,21.28
-11.03,21.35
-15.49,21.28
-16.25,23
-17.06,23.47
27.57,23.93
25.89,23.05
16.35,21.44
8.05,21.46
0,21.32
-8.16,21.45
业主代表：
各断面均以河道
中心为原点，且
左边为负
备注
河道清淤测量原始断面数据
桩号
平距
-14.96
-16.42
-17.74
20.96
15.33
7.10
3+525
0.00
-9.79
-17.02
-18.04
-19.16
21.66
14.31
3+580
7.90
0.00
-6.52
-14.29
27.32
24.88
20.91
3+625
14.28
6.15
0.00
-6.30
-12.31
25.51
21.29
17.05
3+680
10.51
4.24
0.00
-7.58
-13.69
26.16
施工单位：
高程(m)
21.33
22.91
23.57
22.18
22.07
22.08
22.10
22.11
22.03
22.89
23.71
22.24
22.08
22.00
22.01
22.07
22.32
24.73
21.67
21.57
21.67
21.51
21.59
21.66
21.78
24.45
21.87
21.79
21.82
21.71
21.82
21.88
21.91
23.87
监理单位：
第 2 页，共 52 页
-14.96,21.33
-16.42,22.91
-17.74,23.57
20.96,22.18
15.33,22.07
7.1,22.08
0,22.1
-9.79,22.11
-17.02,22.03
-18.04,22.89
-19.16,23.71
21.66,22.24
14.31,22.08
7.9,22
0,22.01
-6.52,22.07
-14.29,22.32
27.32,24.73
24.88,21.67
20.91,21.57
14.28,21.67
6.15,21.51
0,21.59
-6.3,21.66
-12.31,21.78
25.51,24.45
21.29,21.87
17.05,21.79
10.51,21.82
4.24,21.71
0,21.82
-7.58,21.88
-13.69,21.91
26.16,23.87
业主代表：
备注