1218.9De3000.0030.05671110.7411109.13 1.05 1.09970.0030.0567 2325.2De3000.0030.07561110.6651109.5657 1.1256 1.09930.0030.0756 3422.2De3000.0030.06661110.5981109.4991 1.1922 1.090.0030.0666 4512.2De3000.0030.03661110.461109.4625 1.22880.99750.0030.0366 5619.14De3000.0030.057421110.4021109.40508 1.286220.996920.0030.05742 6729.De3000.0030.0821110.3131109.31616 1.375140.996840.0030.082 7824.De3000.0030.074671110.2441109.24149 1.44981 1.002510.0030.07467 24.De3000.0030.074671110.171109.16682 1.52448 1.003180.0030.06 91020De3000.0030.061110.11109.10682 1.584480.993180.0030.07863 101126.21De3000.0030.078631110.121109.02819 1.66311 1.091810.0030.1482 111210.53De4000.00250.0263251110.081109.001865 1.35 1.0781350.0030.03801 121349.4De4000.00250.12351109.91108.878365 1.812935 1.0216350.0030.03582 131412.67De4000.00250.0316751109.91108.84669 1.84461 1.053310.0030.06 141511.94De4000.00250.029851110.11108.81684 1.87446 1.283160.0030.0069 151620De4000.00250.11110.11108.71684 1.97446 1.383160.0030.07446 1617 2.3De4000.00250.005751110.11108.71109 1.98021 1.3810.003#REF!

171824.820.00250.062051110.11108.904 2.04226

起始点终止点距离（m）管径坡度坡降设计地面标高设计管内底标高管道埋深管道覆土道路坡度道路坡降011110.7981109.698 1.15 1.1

1218.9De3000.0030.05671110.7411109.13 1.05 1.09970.0030.0567 2325.2De3000.0030.07561110.6651109.5657 1.1256 1.09930.0030.0756 3422.2De3000.0030.06661110.5981109.4991 1.1922 1.090.0030.0666 4512.2De3000.0030.03661110.461109.4625 1.22880.99750.0030.0366 5619.14De3000.0030.057421110.4021109.40508 1.286220.996920.0030.05742 6729.De3000.0030.0821110.3131109.31616 1.375140.996840.0030.082 7824.De3000.0030.074671110.2441109.24149 1.44981 1.002510.0030.07467 24.De3000.0030.074671110.171109.16682 1.52448 1.003180.0030.06 91020De3000.0030.061110.11109.10682 1.584480.993180.0030.07863 101126.21De3000.0030.078631110.121109.02819 1.66311 1.091810.0030 111210.53De4000.00250.0263251110.081109.001865 1.35 1.0781350.0030起始点终止点距离（m）管径坡度坡降设计地面标高设计管内底标高管道埋深管道覆土道路坡度道路坡降011110.351109.4 1.150.95

12 5.74De3000.0030.017221110.7411109.38278 1.05 1.358220.0030.01722

23 2.23De3000.0030.006691110.6651109.37609 1.05669 1.2810.0030.00669

3422.2De3000.0030.11110.5981109.27609 1.15669 1.321910.0030.0666

45 4.9De3000.0030.01471110.461109.26139 1.17139 1.198610.0030.0147起始点终止点距离（m）管径坡度坡降设计地面标高设计管内底标高管道埋深管道覆土道路坡度道路坡降011110.41109.544 1.15 1.1

1218.9De3000.0030.05671110.7411109.4873 1.05 1.25370.0030.0567 2325.2De3000.0030.07561110.6651109.4117 1.1256 1.25330.0030.0756 3418.9De3000.0030.05671110.5981109.355 1.1823 1.2430.0030.0567 4515.42De3000.0030.046261110.461109.30874 1.22856 1.151260.0030.04626起始点终止点距离（m）管径坡度坡降设计地面标高设计管内底标高管道埋深管道覆土道路坡度道路坡降011110.41109.404 1.15 1.24

1218.9De3000.0030.05671110.7411109.3473 1.05 1.39370.0030.0567 2325.2De3000.0030.07561110.6651109.2717 1.1256 1.39330.0030.0756 3422.15De3000.0030.0651110.5981109.20525 1.19205 1.392750.0030.065 4512.18De3000.0030.036541110.461109.16871 1.22859 1.291290.0030.03654起始点终止点距离（m）管径坡度坡降设计地面标高设计管内底标高管道埋深管道覆土道路坡度道路坡降011110.451109.35 1.15 1.1

1218.9De3000.0030.05671110.41109.2933 1.05 1.10670.0030.0567 2325.2De3000.0030.07561110.41109.2177 1.1256 1.18230.0030.0756 3418.9De3000.0030.05671110.31109.161 1.1823 1.1390.0030.0567

45 4.54De3000.0030.013621110.31109.14738 1.19592 1.152620.0030.01362

10.90.0030.03271109.11468

起始点终止点距离（m）管径坡度坡降设计地面标高设计管内底标高管道埋深管道覆土道路坡度道路坡降011110.351109.3 1.15 1.05

12 5.74De3000.0030.017221110.7411109.28278 1.05 1.458220.0030.01722

23 2.23De3000.0030.006691110.6651109.27609 1.05669 1.3810.0030.00669

3422.2De3000.0030.11110.5981109.17609 1.15669 1.421910.0030.0666

45 4.9De3000.0030.01471110.461109.16139 1.17139 1.298610.0030.0147

5536.7620.0030.1102861110.461109.051104

5537.870.0030.113611110.461108.937494

5514.170.0030.042511110.461108.4984

5523.850.0030.071551110.461108.823434

5528.290.0030.084871110.461108.7385

起始点终止点距离（m）管径坡度坡降设计地面标高设计管内底标高管道埋深管道覆土道路坡度道路坡降011110.351109.2 1.15 1.15

12 5.52De3000.0030.016561110.41109.18344 1.05 1.216560.0030.01656

23 4.85De3000.0030.014551110.41109.168 1.055 1.231110.0030.01455

3422.26De3000.0030.066781110.31109.10211 1.13133 1.1970.0030.06678 458.17De3000.0030.024511110.31109.0776 1.15584 1.22240.0030.02451

18.40.0030.05521109.0224起始点终止点距离（m）管径坡度坡降设计地面标高设计管内底标高管道埋深管道覆土道路坡度道路坡降011110.351109.15 1.15 1.2

1213.867De3000.0030.0416011110.7411109.108399 1.05 1.6326010.0030.041601 2318.867De3000.0030.0566011110.6651109.051798 1.106601 1.6132020.0030.056601 3435.726De3000.0030.1071781110.5981108.94462 1.213779 1.653380.0030.107178 457.14De3000.0030.021421110.461108.9232 1.235199 1.53680.0030.02142下载本文