管道沟槽开挖十方计 井号 路面标高管内底标高管径増量日挖深璂槽底寳劻坡断面积 5.555 0.0574000.285.192 540.3316.89 W2 5.441 -0.014000.285.031 540.3316.10 W3 5.483 0.05 4000.285.013 540.3316.01 W4 5.573 0.11 4000.285.043 540.3316.16 W5 5.65 0.164 4000.285.067 540.3316.28 W6 5.639 0.2244000.284.995 540.3315.93 W7 5.506 0.284 4000.284.802 540.3315.00 w8 5.362 0.344 4000.284.598 540.3314.06 w9 5.232 4000.284.402 540.3313.17 5.268 0.479400L0.28|4369 540.3313.03 W12 5.485 0.6034000.284.4621.4250.3312.93 13 5.498 0.645 4000.284.4331.4250.3312.80 W14 5.4110.69 4000.284.3011.4250.3312.23 5.315 0.7354000.284.161.4250.3311.64 5.2380.7764000.284.0421.4250.3311.15 W17 5.281 0.818 4000.284.0431.425|0.3311.16 W18 5.422 0.8554000.284.1471.4250.3311.58 W19 5.589 0.94000.284.2691.4250.3312.10 W20 5.7750.9454000.284.411.4250.3312.70 V216.0780.9774000.2846811.4250.3313.90 V22 6.2331.3274000.284.4861.4250.3313.03 W23 1.3614000.284.3191.4250.3312.31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 W1 5.555 -0.057 400 0.28 5.192 1.54 0.33 16.89 W2 5.441 -0.01 400 0.28 5.031 1.54 0.33 16.10 W3 5.483 0.05 400 0.28 5.013 1.54 0.33 16.01 W4 5.573 0.11 400 0.28 5.043 1.54 0.33 16.16 W5 5.651 0.164 400 0.28 5.067 1.54 0.33 16.28 W6 5.639 0.224 400 0.28 4.995 1.54 0.33 15.93 W7 5.506 0.284 400 0.28 4.802 1.54 0.33 15.00 W8 5.362 0.344 400 0.28 4.598 1.54 0.33 14.06 W9 5.232 0.41 400 0.28 4.402 1.54 0.33 13.17 W10 5.268 0.479 400 0.28 4.369 1.54 0.33 13.03 W12 5.485 0.603 400 0.28 4.462 1.425 0.33 12.93 W13 5.498 0.645 400 0.28 4.433 1.425 0.33 12.80 W14 5.411 0.69 400 0.28 4.301 1.425 0.33 12.23 W15 5.315 0.735 400 0.28 4.16 1.425 0.33 11.64 W16 5.238 0.776 400 0.28 4.042 1.425 0.33 11.15 W17 5.281 0.818 400 0.28 4.043 1.425 0.33 11.16 W18 5.422 0.855 400 0.28 4.147 1.425 0.33 11.58 W19 5.589 0.9 400 0.28 4.269 1.425 0.33 12.10 W20 5.775 0.945 400 0.28 4.41 1.425 0.33 12.70 W21 6.078 0.977 400 0.28 4.681 1.425 0.33 13.90 W22 6.233 1.327 400 0.28 4.486 1.425 0.33 13.03 W23 6.1 1.361 400 0.28 4.319 1.425 0.33 12.31