变量管身全长(米)管节数1313一节管节数量沥青防水（㎡）1.9468135.486沥青麻絮（㎡）0.42201612油毛毡（㎡）0.2920212沥青防水（㎡）1.5543134.262沥青麻絮（㎡）0.32812油毛毡（㎡）0.23314512沥青防水（㎡）1.099132.45沥青麻絮（㎡）0.18812油毛毡（㎡）0.1648512此列固定值高宽度顶宽底宽1853184086.251853184086.25一字墙面积计算圆管节工程量计算表1-0.5 （壁厚10cm）1-1.0 （壁厚12cm）1-0.75（壁厚12cm）水稳料34.80.656.16急流槽4.121.50.30.10.254.44084076114.46.53.6填接缝0.0170.6槽高急流槽3.31.50.30.10.253.9661064037.922.3管身沉降缝 道数洞口沉降缝结果25.3125.31基础5.0625.7716.61砂砾垫层3.503.5020.2120.21基础3.9424.4112.75砂砾垫层2.802.8014.2914.29基础2.2622.527.29砂砾垫层1.981.98斜长面积总面积190.7814.291米53.9190.7814.290.75米48.80.5米 42.9注：红色为变量算表12.000.50.42.513.676.50.20.1530.294槽身高槽宽 截水墙宽0.50.42.383.530.40.60.151结果0.719.21.0914.20.476.10.8410.90.263.40.597.7此列固定值为变量，其他数据不变。0.31.21阻滑墙个数3
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