渠道土方计算表.xls

渠北断面 渠北平均断面 长度 桩号 渠北土方 渠北清淤断面渠北修坡断面渠北填方断面清淤平均断面修坡平均断面 渠北填方断面 渠北清淤土方渠北修坡土方渠北填方 0015 10.353 28.595 0 0040 9.224 15.806 0 9.7885 22.2005 0 25 244.7125 555.0125 0 0900 8.211 16.169 0 8.7175 15.9875 0 20 174.35 319.75 0 0080 7.053 19.05 0 7.632 17.6095 0 20 152.64 352.19 0 0100 7.021 15.501 0 7.037 17.2755 0 20 140.74 345.51 0 0120 7.11 18.124 0 7.0655 16.8125 0 20 141.31 336.25 0 0140 6.97 21.725 0 7.04 19.9245 0 20 140.8 398.49 0 0160 7.79 20.334 0 7.38 21.0295 0 20 147.6 420.59 7.123 7.4565 0 0180 19.533 0 19.9335 0 20 149.13 398.67 0 0200 4.058 18.028 0 5.5905 18.7805 0 20 111.81 375.61 0 0220 3.346 18.298 0 3.702 18.163 0 20 74.04 363.26 0 0240 5.56 17.718 0 4. 453 18.008 0 20 89.06 360.16 0 0260 7.705 18. 474 0 6.6325 18.096 0 20 132.65 361.92 0 0870 7.35 18.858 0 7.5275 18.666 0 20 150.55 373.32 0 0300 7.428 16.889 0 7.389 17.8735 0 20 147.78 357.47 0 0320 5.545 17. 656 0 6.4865 17.2725 0 20 129.73 345.45 0 0340 5.61 18. 797 0 5.5775 18.2265 0 20 111.55 364.53 0 0360 3.439 16.837 0 4.5245 17.817 0 20 90.49 356.34 0 0380 3.412 17.859 0 3.4255 17.348 0 20 68.51 346.96 3.521 0 0400 16.384 0 3.4665 17.1215 0 20 69.33 342.43 0 0420 2.948 16. 927 0 3.2345 16.6555 0 20 64.69 333.11 0 0440 3.13 15.873 0 3.039 16. 4 0 20 60.78 328 0 0460 1.896 13.986 0 2.513 14.9295 0 20 50.26 298.59 0 0480 1.977 14.341 0 1.9365 14.1635 0 20 38.73 283.27 0 0500 0.153 12.548 0 1.065 13.4445 0 20 21.3 268.89 0 0520 0.221 11. 419 0 0.187 11. 9835 0 20 3.74 239.67 0 0540 5.139 11.529 0 2.68 11. 474 0 20 53.6 229.48 0 0560 0.315 9.784 0.818 2.727 10.6565 0.409 20 54.54 213.13 8.18
0580 2.421 5.496 0.48 1.368 7.64 0.649 20 27.36 152.8 12.98 0090 4. 696 5.062 0.718 3.5585 5.279 0.599 20 71.17 105.58 11.98 0620 3.931 5.088 0.747 4. 3135 5.075 0.7325 20 86.27 101.5 14.65 0640 3.922 4.931 1.215 3.9265 5.0095 0.981 20 78.53 100.19 19.62 0660 3.915 5.134 1.121 3.9185 5.0325 1.168 20 78.37 100.65 23.36 0890 0 4.842 4.377 1.9575 4.988 2.749 20 39.15 99.76 54.98 0700 3.899 11.135 0.699 1. 9495 7.9885 2.538 20 38.99 159.77 50.76 0720 3.893 11.692 0.705 3.896 11.4135 0.702 20 77.92 228.27 14.04 0740 3.88 10.925 0.45 3.8865 11. 3085 0.5775 20 77.73 226.17 11.55 0760 3.878 9.176 0.469 3.879 10.0505 0.4595 20 77.58 201.01 9.19 0780 3.886 9.64 0.337 3.882 9.408 0.403 20 77.64 188.16 8.06 0800 6.277 10. 875 0 5.0815 10.2575 0.1685 20 101.63 205.15 3.37 0820 6.546 11.314 0 6.4115 11. 0945 0 20 128.23 221.89 0 0840 6.512 10.525 0 6.529 10.9195 0 20 130.58 218.39 0 0980 7.219 12.519 0 6.8655 11. 522 0 20 137.31 230.44 0 0880 6.5 11.721 0 6.8595 12.12 0 20 137.19 242.4 0 0900 7.493 18.6 0 6. 9965 15.1605 0 20 139.93 303.21 0 0920 7.195 19. 56 0 7.344 19.08 0 20 146.88 381.6 0 0940 7.924 20.742 0 7.5595 20.151 0 20 151.19 403.02 0 0960 6.143 16. 392 0 7.0335 18.567 0 20 140.67 371.34 0 0980 7.735 16. 971 0 6.939 16.6815 0 20 138.78 333.63 0 01000 8.172 11. 439 0 7.9535 14.205 0 20 159.07 284.1 0 01020 8.987 13.283 0 8.5795 12.361 0 20 171.59 247.22 0 合计 5228.1825 14374. 3025 242.72 1、根据业主要求渠底高程最高为17.0m，保证区内无杂草，渠底不做回填，表中回填土量为渠坡回填量.

2、渠中水位随衡水湖放水变化，当日测量 水位高程为18.32m.

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渠南断面 长度 桩号 渠南平均断面 渠南土方 渠南清淤断面渠南修坡断面渠南填方断面 清淤平均断面 修坡平均断面填方平均断面集南清淤土方渠南修坡土方渠南填方 0015 10.366 28.938 0040 9.606 19. 784 0 25 9.986 24.361 0 249.65 609.025 0900 7.943 23.841 0 20 8.7745 21.8125 0 175.49 436.25 0 0080 7.978 24.959 0 20 7.9605 24.4 0 159.21 488 0 0100 7.813 28.714 0 20 7.8955 26.8365 0 157.91 536.73 0 0120 7.895 23.22 0 20 7.854 25. 967 0 157.08 519.34 0 0140 6.895 24.236 0 20 7.395 23.728 0 147.9 474.56 0 0160 7.962 22.323 0 20 7.4285 23.2795 0 148.57 465.59 7.421 7.6915 0 0180 22. 902 0 20 22. 6125 0 153.83 452.25 0 0200 6.743 21. 452 0 20 7.082 22.177 0 141.64 443.54 0 0220 3.998 24.163 0 20 5.3705 22.8075 0 107.41 456.15 0 0240 6.428 21. 314 0 20 5.213 22.7385 0 104.26 454.77 0 0260 7. 447 21. 069 0 20 6. 9375 21. 1915 0 138.75 423.83 0 0870 7.49 21.135 0 20 7.4685 21.102 0 149.37 422.04 0 0300 7. 464 21.047 0 20 7.477 21.091 0 149.54 421.82 0 0320 5.606 20. 649 0 20 6.535 20. 848 0 130.7 416. 96 0 0340 5.701 20. 987 0 20 5.6535 20.818 0 113.07 416.36 0 0360 3.908 20. 457 0 20 4.8045 20.722 0 96.09 414.44 0 0380 4.351 20.031 0 20 4.1295 20.244 0 82.59 404.88 0 0400 4. 208 21.598 0 20 4.2795 20.8145 0 85.59 416.29 0 0420 4.179 17.202 0 20 4.1935 19.4 0 83.87 388 0 0440 4. 483 18. 428 0 20 4.331 17.815 0 86.62 356.3 0 0460 3.933 18.732 0 20 4.208 18.58 0 84.16 371.6 0 0480 4.022 18.463 0 20 3.9775 18.5975 0 79.55 371.95 0 0500 4 16.292 0 20 4.011 17. 3775 0 80.22 347.55 0 0520 4.534 14. 948 0 20 4. 267 15.62 0 85.34 312.4 0 0540 6.72 18.373 0 20 5.627 16.6605 0 112.54 333.21 0 0560 5.831 18.146 0 20 6.2755 18.2595 0 125.51 365.19 0
0580 7.068 18.577 0 20 6. 4495 18.36115 0 128.99 367.23 0 0090 7.758 16.861 0 20 7.413 17.719 0 148. 26 354.38 0 0620 7.234 18.56 0 20 7.496 17.7105 0 149.92 354.21 0 0640 7.23 19.131 0 20 7.232 18.8455 0 144.64 376.91 0 0660 7.652 21.009 0 20 7.441 20.07 0 148.82 401.4 0 0890 4.412 21.107 0 20 6.032 21.058 0 120.64 421.16 0 0700 7.024 19.285 0 20 5.718 20.196 0 114.36 403.92 0 0720 7.119 18.976 0 20 7.0715 19.1305 0 141.43 382.61 0 0740 7.07 18. 347 0 20 7.0945 18.6615 0 141.89 373.23 7.2975 0 0760 7.525 17.501 0 20 17.924 0 145.95 358.48 0 0780 7.426 19.207 0 20 7.4755 18.354 0 149.51 367.08 7.6815 0 0800 7.937 20. 446 0 20 19.8265 0 153.63 396.53 0 0820 7.734 18.314 0 20 7.8355 19.38 0 156.71 387.6 0 0840 7.657 18.35 0 20 7.6955 18.332 0 153.91 366.64 0 0980 7.683 18.763 0 20 7.67 18.5565 0 153.4 371.13 0 0880 7. 677 18.62 0 20 7.68 18.6915 0 153.6 373.83 0 0900 7.737 16.423 0 20 7.707 17.5215 0 154.14 350.43 0 0920 7.4 17.345 0 20 7.5685 16.884 0 151.37 337.68 0 0940 7.491 15. 47 0 20 7.4455 16. 4075 0 148.91 328.15 0 0960 7. 462 16. 763 0 20 7. 4765 16.1165 0 149.53 322.33 0 0980 7.338 13.966 0 20 7.4 15.3645 0 148 307.29 0 01000 8.161 11.553 0 20 7.7495 12.7595 0 154.99 255.19 0 01020 9.213 8.386 0 20 8.687 9.9695 0 173. 74 199.39 0 合计 6772.8 19675.825 1、根据业主要求渠底高程最高为17.0m，保证区内无杂草，渠底不做回填，表中回填土量为渠坡回填量.

2、渠中水位随衡水湖放水变化，当日测 量水位高程为18.32m.