检查井工程量计算

桩号管径井径井室收口井筒0+070

雨-1D700 1.6591250 1.580.1780.37 3.04盖板0+109

雨-2D700/500 1.7861000 1.360.1780.22 2.11盖板0+148

雨-3D500 1.8491000 1.420.1780.22 2.25盖板0+187

雨-4D500 2.2191000 1.760.1780.22 2.79盖板0+226

雨-5D500/400 2.591000 1.760.4540.22 2.79盖板0+265

雨-6D400 1.8641000 1.430.1780.2 2.7盖板0+304

雨-7D400 1.26770000.060.7940.13 1.58直筒0+343

雨-8D400 1.57470000.06 1.010.13 1.58直筒0+382

雨-9D400 1.85370000.06 1.210.13 1.59直筒0+421

雨-10D400/700 2.1321250 2.110.1780.37 4.07盖板0+460

雨-11D700 2.6451250 2.190.60.37 4.23盖板0+505

雨-12D700 2.5111250 2.190.510.37 4.23盖板0+510

雨-13D700 2.4881250 2.190.40.37 4.23盖板0+520

雨-14D700 2.4421250 2.190.370.37 4.23盖板0+525

雨-15D700 2.4181250 2.190.350.37 4.23盖板0+557

雨-16D900 2.3791100*1200 2.360.330.54 4.24方盖板1460*15600+586

雨-17D900 2.7171100*1200 2.360.570.54 4.96方盖板1460*15600+625

雨-18D900 3.1691100*1200 2.360.570.54 4.96方盖板1460*15600+664

雨-19D900 3.8451100*1200 2.36 1.370.54 4.96方盖板1460*15600+703

雨-20D900/1200 4.5281100*1500 2.58 1.850.84 5.56方盖板1460*17600+742

雨-21D1200 5.361100*1500 2.58 2.440.84 5.56方盖板1460*17600+781

雨-22D1200 5.6381100*1500 2.58 2.640.84 5.56方盖板1460*17600+820

雨-23D1200 5.6631100*1500 2.58 2.740.84 5.56方盖板1460*17600+859

雨-24D1200/1400 5.5451100*1700 2.6 2.60.97 6.06方盖板1460*20600+898

雨-25D1400 5.5681100*1700 2.6 2.580.97 6.06方盖板1460*20600+937

雨-26D1400 5.441100*1700 2.6 2.490.97 6.06方盖板1460*20600+976

雨-27D1400 5.3121100*1700 2.6 2.390.97 6.06方盖板1460*20601+015

雨-28D1400/1600 5.1841100*2000 3.32 2.3 1.457.19方盖板1500*24001+054

雨-29D1600 5.3581100*2000 3.32 2.43 1.457.19方盖板1500*24001+093

雨-30D1600 5.2321100*2000 3.32 2.34 1.457.19方盖板1500*24001+132

雨-31D1600 5.1071100*2000 3.32 2.25 1.457.19方盖板1500*24001+171

雨-32D1600/1800 4.9811100*2260 3.91 2.16 1.678.57方盖板1500*24001+210

雨-33D1800 5.0011100*2260 3.91 2.17 1.678.57方盖板1500*24001+249雨-34D1800 4.8721100*2260 3.91 2.08 1.678.57方盖板1500*2400

雨水检查井工程量

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