井号 Y1 Y2 Y3 Y4 Y4 Y5 Y6 Y6 Y7 Y9 Y10 Y11 Y12 Y12 Y13 Y14 Y15 Y15 出水口一 出水口二 Y16-2 Y16-2 Y16-1
管道沟槽开挖土方计算 路面标高 管内底标高 管径 增量H 挖土深 基槽底宽 边坡 断面积 平均断面积 管长 5.618 5.524 5.633 5.747 5.747 5.654 5.438 5.438 5.313 5.582 5.565 5.437 5.325 5.325 5.483 5.748 6.082 6.082 5.2 5.2 6.228 6.228 6.302 2.573 2.603 2.643 2.683 2.883 2.928 2.973 3.373 3.453 3.145 3.041 2.941 2.841 2.441 2.378 2.315 2.257 1.557 1.544 1.31 1.316 2.216 2.237 1000 0.362 1000 0.362 1000 0.362 1000 0.362 800 800 800 400 400 600 600 600 600 0.342 0.342 0.342 0.165 0.165 0.325 0.325 0.325 0.325 2.707 2.583 2.652 2.726 2.506 2.368 2.107 1.53 1.325 2.062 2.149 2.121 2.109 2.546 2.767 3.095 3.487 4.187 3.318 3.588 4.61 3.71 3.763 2.375 2.375 2.375 2.375 2.125 2.125 2.125 1 1 1.9 1.9 1.9 1.9 2.375 2.375 2.375 2.375 2.375 2.375 2.65 2.65 2.65 2.65 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 8.85 8.59 8.34 8.48 8.62 8.77 8.93 8.16 7.40 7.14 6.88 6.41 5.94 4.12 2.30 2.10 1.90 3.61 5.32 5.46 5.61 5.56 5.51 5.49 5.47 6.83 1000 0.362 1000 0.362 1000 0.362 1000 0.362 1000 0.362 1000 0.362 1200 0.398 1200 0.398 1200 0.398 1200 0.398 8.19 8.64 9.10 9.80 10.51 11.40 12.29 14.01 15.73 13.62 11.51 12.63 13.76 16.49 19.23 16.80 14.37 14.51 14.64 21.3 0 12 0 12 0 42 45 45 0 40 40 41.5 0 40 0 45 45 0 40 40 30
挖土方
257.75 339.12 350.92 0.00 321.30 288.56 0.00 84.14 0.00 226.76 222.43 219.79 0.00 388.89 441.22 478.92 0.00 163.46 0.00 197.92 0.00 309.05