河道箱涵土方计算表

6.32 1150.24
5.78 2011.44
4.87 1499.96 4.28 1318.24 5.58 1406.16 3.94 3.32 8.78 7.65 3.51 3.21 5.22 937.72 929.6 4302.2 1606.5 589.68 1348.2 584.64
5.74 1515.36
A区箱涵 桩号 K0+000 K0+029 K0+050 K0+056 K0+087 K0+100 K0+115 K0+144 K0+160 K0+176 29 21 6 31 13 15 29 16 16 406 294 84 434 182 210 406 224 224 6.5 8.1 9.5 5.75 4.08 5.15 3.24 3.12 2639 2381.4 798 2495.5 856.8 2090.9 725.76 698.88 13836.5 B区箱涵 K0+000 K0+010 K0+025 K0+038 K0+060 K0+082 K0+100 K0+117 K0+137 K0+150 K0+185 K0+200 K0+212 K0+242 K0+250 K0+267 K0+300 K0+350 K0+400 10 15 13 22 22 18 17 20 13 35 15 12 30 8 17 33 50 50 140 210 182 308 308 252 238 280 182 490 210 168 420 112 238 462 700 700 5.47 4.12 5.9 765.8 865.2 1073.8 120 180 156 264 264 216 204 240 156 420 180 144 360 96 204 396 600 600 5.75 5.55 5.85 5.25 5.95 6.5 5.12 5.12 4.65 5.2 6.5 5.55 4.58 5.55 5.32 5.32 690 999 912.6 1386 1285.2 1560 798.72 2150.4 837 748.8 2340 532.8 934.32 2197.8 3192 3192 136.64 495.04 914.76 1393 406 542.36 2342.2 766.5 205.8 25.2 345.8 267.96 86.24 398.16 348 252 72 372 156 180 348 192 192 6.25 7.52 6.32 5.58 4.65 3.12 2175 541.44 985.92 1004.4 892.8 599.04 12127.9 4347.84 1015 1205.4 462 759.5 422.24 16.8 466.9 6.38 1607.76 6.21 2310.12 L A1 H1 V1 A2 H2 V2 V3
5.54 1130.16
6.98 1270.36
6.08 1447.04 5.98 2762.76 5.99 4.58 4193 3206
K0+430
30
420
3.68
1545.6 31652.5
360
5.44
1958.4 28360.6 8325.66
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