管道沟槽土方计算表(污水管及雨水管)

1、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Y15.6182.57310000.3622.7072.3750.338.858.5930257.75Y25.5242.60310000.3622.5832.3750.338.348.4840339.12Y35.6332.64310000.3622.6522.3750.338.628.7740350.92Y45.7472.68310000.3622.7262.3750.338.938.1600.00Y45.7472.8838000.3422.5062.1250.337.407.1445

2、321.30Y55.6542.9288000.3422.3682.1250.336.886.4145288.56Y65.4382.9738000.3422.1072.1250.335.944.1200.00Y65.4383.3734000.1651.5310.332.302.104084.14Y75.3133.4534000.1651.32510.331.903.6100.00Y95.5823.1456000.3252.0621.90.335.325.4641.5226.76Y105.5653.0416000.3252.1491.90.335.615.5640222.43Y115.4372.9

3、416000.3252.1211.90.335.515.4940219.79Y125.3252.8416000.3252.1091.90.335.476.8300.00Y125.3252.44110000.3622.5462.3750.338.198.6445388.89Y135.4832.37810000.3622.7672.3750.339.109.8045441.22Y145.7482.31510000.3623.0952.3750.3310.5111.4042478.92Y156.0822.25710000.3623.4872.3750.3312.2914.0100.00Y156.08

4、21.55710000.3624.1872.3750.3315.7313.6212163.46出水口一5.21.54410000.3623.3182.3750.3311.5112.6300.00出水口二5.21.3112000.3983.5882.650.3313.7616.4912197.92Y16-26.2281.31612000.3984.612.650.3319.2316.8000.00Y16-26.2282.21612000.3983.712.650.3314.3714.5121.3309.05Y16-16.3022.23712000.3983.7632.650.3314.6413.

5、5600.00Y16-16.3022.43710000.3623.5272.3750.3312.4812.1230363.57Y166.1912.48210000.3623.3712.3750.3311.7611.1238422.50Y175.9652.53910000.3623.0882.3750.3310.489.6840387.23Y185.6522.59910000.3622.7152.3750.338.888.2340329.39Y195.3742.63910000.3622.3972.3750.337.597.5431.3235.93Y205.3792.6710000.3622.3

6、712.3750.337.496.7900.00Y205.3792.878000.3422.1512.1250.336.106.2543.7273.18Y215.5092.9148000.3422.2372.1250.336.416.2145279.48Y225.4452.9598000.3422.1282.1250.336.024.1800.00Y225.4453.3594000.1651.55110.332.342.113573.77Y235.2713.4294000.1651.30710.331.871.7100.00Y235.2713.5293000.1581.20.90.331.56

7、1.403041.87Y245.1653.6193000.1581.0040.90.331.241.0700.00Y255.4484.1213000.1580.7850.90.330.911.743052.28Y265.4324.0318000.3421.0432.1250.332.583.8100.00Y265.4323.2318000.3421.8432.1250.335.044.8745.65222.47Y275.2873.1858000.3421.7442.1250.334.714.6050230.12Y285.1713.1358000.3421.6782.1250.334.495.1

8、345230.75Y295.4583.0458000.3422.0552.1250.335.766.6244.2292.47Y305.8412.9578000.3422.5262.1250.337.477.8329.8233.21Y30-15.9642.8978000.3422.7092.1250.338.188.9800.00Y30-15.9642.69710000.3622.9292.3750.339.7910.6340425.19Y30-26.2962.64910000.3623.3092.3750.3311.4714.1800.00Y30-26.2961.54910000.3624.4

9、092.3750.3316.8914.219127.9213.5600.00出水口三5.21.53810000.3623.3242.3750.3311.5411.6300.00出水口四5.21.510000.3623.3622.3750.3311.7114.3211157.51Y316.2711.51710000.3624.4162.3750.3316.9215.4000.00Y316.2712.11710000.3623.8162.3750.3313.8712.6543543.84Y325.8192.18210000.3623.2992.3750.3311.4310.3150515.65Y3

10、35.3852.25610000.3622.7912.3750.339.208.4200.00Y335.3852.4568000.3422.5712.1250.337.646.9448333.32Y345.0922.5428000.3422.1922.1250.336.244.6645209.67Y355.1983.6238000.3421.2172.1250.333.072.3200.00Y355.1983.5234000.1651.1410.331.571.603047.86Y365.2883.5834000.1651.1710.331.62合计10319.40支管沟槽土方量另计，F列中的

11、0.7值表示为路面结构层厚度。不同的路面结构需进行调整。14.219127.92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W15.555-0.0574000.285.1921.540.3316.8916.50W25.441-0.014000.285.0311.540.3316.1016.06W35.4830.054000.285.0131.540.3316.0116.09W45.5730.114000.285.0431.540.3316.1616.22W55.6510.1644000.285.0671.540.3316.2816.10W

12、65.6390.2244000.284.9951.540.3315.9315.47W75.5060.2844000.284.8021.540.3315.0014.53W85.3620.3444000.284.5981.540.3314.0613.62W95.2320.414000.284.4021.540.3313.1713.10W105.2680.4794000.284.3691.540.3313.0312.98W125.4850.6034000.284.4621.4250.3312.9312.87W135.4980.6454000.284.4331.4250.3312.8012.52W14

13、5.4110.694000.284.3011.4250.3312.2311.94W155.3150.7354000.284.161.4250.3311.6411.40W165.2380.7764000.284.0421.4250.3311.1511.15W175.2810.8184000.284.0431.4250.3311.1611.37W185.4220.8554000.284.1471.4250.3311.5811.84W195.5890.94000.284.2691.4250.3312.1012.40W205.7750.9454000.284.411.4250.3312.7013.30

14、W216.0780.9774000.284.6811.4250.3313.9013.47W226.2331.3274000.284.4861.4250.3313.0312.67W236.11.3614000.284.3191.4250.3312.3111.99W245.9921.4044000.284.1681.4250.3311.6711.10W255.7571.4494000.283.8881.4250.3310.538.85W265.5231.4944000.1653.4940.90.337.176.76W275.3051.5394000.1653.2310.90.336.356.24W

15、285.2821.594000.1653.1570.90.336.136.20W295.3751.6374000.1653.2030.90.336.276.29W305.4351.6824000.1653.2180.90.336.316.10W315.341.7314000.1653.0740.90.335.885.54W325.1561.7874000.1652.8340.90.335.205.02W335.0811.8434000.1652.7030.90.334.845.04W345.3441.9634000.1652.8460.90.335.235.17W355.3472.015400

16、0.1652.7970.90.335.104.90W365.2452.0644000.1652.6460.90.334.694.51W375.1492.1094000.1652.5050.90.334.334.18W385.0772.1544000.1652.3880.90.334.034.12W395.1962.1994000.1652.4620.90.334.224.49W405.4542.2444000.1652.6750.90.334.775.05W415.6992.2864000.1652.8780.90.335.325.31W415.6992.2863000.1582.8710.9

17、0.335.305.68W426.1472.4763000.1583.1290.90.336.056.17W436.2852.533000.1583.2130.90.336.305.84W446.2692.833000.1582.8970.90.335.384.55W455.7552.9483000.1582.2650.90.333.733.4011.99W465.5383.0233000.1581.9730.90.333.062.75W475.3213.0983000.1581.6810.90.332.452.13W485.0753.1883000.1581.3450.90.331.811.

18、67W495.0053.2783000.1581.1850.90.331.531.53W505.0993.3773000.1581.180.90.331.522.04合计12048.74支管沟槽土方量另计，F列中的0.7值表示为路面结构层厚度。不同的路面结构需进行调整。3.40管长挖土方23.6389.3030481.7030482.5827437.8730483.0230463.9630435.9333449.3234.3449.3500.0028.3364.0930375.5330358.0827307.6728312.2925284.2530355.2330371.9921.5285.9926350.1523291.4529347.75管道沟槽开挖土方计算2