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明、暗浜清淤计算表,,,,,,,,,,,,,,
名称桩号,搭接,简图及计算,,,,,,,清淤量(m3),砾石砂(m2),土工布m2,土工格栅m2,抽水量(m3),
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K0+540~660,0.6,0.52,3.14,3,132,土工格栅,1206.480,m2,1165.749,1596.728,4085.127,5141.998,1683.573,
,,,,2,,挖淤泥,265.204,m3,,,,,,
,,1.20,,,,砾石砂,83.160,m3,,,,,,
,,,2.1,0.3,130.96,土工布,970.926,m2,,,,,,
,,,0.5,,,抽水量,249.310,m3,,,,,,
K0+540~670,0.6,0.52,3,3,135,土工格栅,1215.000,m2,,,,,,
,,,,1.78,,挖淤泥,(5.028),m3,,,,,,
,,1.21,,,,砾石砂,79.380,m3,,,,,,
,,,1.96,0.3,,土工布,917.647,m2,,,,,,
,,,0.5,,,抽水量,244.620,m3,,,,,,
K0+820,0.6,2.04,14.23,4,33,土工格栅,733.590,m2,,,,,,
,,,,2.15,,挖淤泥,234.147,m3,,,,,,
,,1.60,,,,砾石砂,100.485,m3,,,,,,
,,,10.15,0.3,28.92,土工布,576.109,m2,,,,,,
,,,0.6,,,抽水量,375.672,m3,,,,,,
K0+920,0.6,2.00,14.5,4,17,土工格栅,382.500,m2,,,,,,
,,,,2.35,,挖淤泥,128.455,m3,,,,,,
,,1.70,,,,砾石砂,53.550,m3,,,,,,
,,,10.5,0.3,13,土工布,306.476,m2,,,,,,
,,,0.6,,,抽水量,209.525,m3,,,,,,
K0+920,0.6,1.00,9,4,25,土工格栅,425.000,m2,,,,,,
,,,,2.35,,挖淤泥,158.260,m3,,,,,,
,,1.59,,,,砾石砂,52.500,m3,,,,,,
,,,7,0.3,23,土工布,331.545,m2,,,,,,
,,,0.5,,,抽水量,178.988,m3,,,,,,
K0+920,0.6,0.00,1.8,4,17.5,土工格栅,171.500,m2,,,,,,2849.322
,,,,2.35,,挖淤泥,27.249,m3,,,,,,
,,1.60,,,,砾石砂,9.450,m3,,,,,,
,,,1.8,0.3,17.5,土工布,124.250,m2,,,,,,587.228
,,,0,,,抽水量,25.200,m3,,,,,,3436.55
K0+980,0.6,1.10,7.5,3,25,土工格栅,337.500,m2,,,,,,
,,,,2.45,,挖淤泥,165.421,m3,,,,,,
,,1.30,,,,砾石砂,39.750,m3,,,,,,
,,,5.3,0.3,22.8,土工布,295.753,m2,,,,,,
,,,0.5,,,抽水量,121.875,m3,,,,,,
K0+980,0.6,1.05,5.4,3,26.5,土工格栅,302.100,m2,,,,,,
,,,,2.33,,挖淤泥,92.930,m3,,,,,,
,,1.52,,,,砾石砂,26.235,m3,,,,,,
,,,3.3,0.3,24.4,土工布,253.630,m2,,,,,,
,,,0.5,,,抽水量,108.756,m3,,,,,,
K1+080,0.6,1.25,6.36,3,29.8,土工格栅,368.328,m2,,,,,,
,,,,2.35,,挖淤泥,99.111,m3,,,,,,
,,1.79,,,,砾石砂,34.508,m3,,,,,,
,,,3.86,0.3,27.3,土工布,308.790,m2,,,,,,
,,,0.5,,,抽水量,169.628,m3,,,,,,
图例:,,,A,,,,水位线,,,,,,,
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,,,B,,,,土工布,,,,,,,
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,,,d,,,,土工格栅宽度,,,,,,,
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,,,水深,,,,,,,,,,,
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