I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 2.57310000.362.7072.3750.338.85 2.60310000.3622.5832.3750.338.34 8.48 339.12 5.6332.64310000.3622.6522.3750.338.62 5.747 2.683100010.3622.7262.3750.338.93 0 0.00 5.747 2.88380010.3422.5062.1250.337.40 321.30 5.654 2.92880010.3422.3682.1250.336.88 288 5.438 2.9738000.3422.1072.1250.335.94 5.438 3.373 4000.1651.53 10.332.30 5.3133.4534000.165 325 10.331.90 5.582 3.1456000.3252.062 1.90.335.32 226.76 Y10 5.565 6000.3252.149 222.43 5.4372.94160010.3252.121 90.335.5 5.49 219.79 5.325 0.335.47 Y12 2.44110000.3622.5462.3750.338.19管道沟槽开挖土方计算 井号 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 挖土方 Y1 5.618 2.573 1000 0.362 2.707 2.375 0.33 8.85 8.59 30 257.75 Y2 5.524 2.603 1000 0.362 2.583 2.375 0.33 8.34 8.48 40 339.12 Y3 5.633 2.643 1000 0.362 2.652 2.375 0.33 8.62 8.77 40 350.92 Y4 5.747 2.683 1000 0.362 2.726 2.375 0.33 8.93 8.16 0 0.00 Y4 5.747 2.883 800 0.342 2.506 2.125 0.33 7.40 7.14 45 321.30 Y5 5.654 2.928 800 0.342 2.368 2.125 0.33 6.88 6.41 45 288.56 Y6 5.438 2.973 800 0.342 2.107 2.125 0.33 5.94 4.12 0 0.00 Y6 5.438 3.373 400 0.165 1.53 1 0.33 2.30 2.10 40 84.14 Y7 5.313 3.453 400 0.165 1.325 1 0.33 1.90 3.61 0 0.00 Y9 5.582 3.145 600 0.325 2.062 1.9 0.33 5.32 5.46 41.5 226.76 Y10 5.565 3.041 600 0.325 2.149 1.9 0.33 5.61 5.56 40 222.43 Y11 5.437 2.941 600 0.325 2.121 1.9 0.33 5.51 5.49 40 219.79 Y12 5.325 2.841 600 0.325 2.109 1.9 0.33 5.47 6.83 0 0.00 Y12 5.325 2.441 1000 0.362 2.546 2.375 0.33 8.19 8.64 45 388.89 Y13 5.483 2.378 1000 0.362 2.767 2.375 0.33 9.10