摩擦阻力表(欧阳).xls

容易时期阻力表 左翼 节点序号巷道名称 支护形式 α/Ns2/m4 L/mU/mS/m2S3/m6R/Ns2/m8Q/m3/s 1副井 混凝土碹，有梯子间0.04000024015.7019.6 7529.540.020071.2 2主要运输石门01三星拱，混凝土碹，壁面未抹浆0.00550012011.879.5857.380.009171.2 3主要运输石门02三星拱，混凝土碹，壁面未抹浆0.0055008011.879.5857.380.006168.9 4主要运输巷三星拱，混凝土碹，壁面未抹浆0.00550045010.197343.000.073532.1 5运输上山01 梯形水泥棚 0.01500013511.017343.000.065031.1 6运输上山02 梯形水泥棚 0.01500013511.017343.000.065021.1 7区段运输巷梯形木支架d22cm，△20.0113404209.114.8110.590.39239.2 8联络眼梯形木支架d18cm，△40.157700308.32464.000.61509.2 9上分层顺槽梯形木支架d22cm，△20.011340809.114.8110.590.07479.2 10工作面单体液压 0.04200011010.006216.000.21399.2 11上分层顺槽梯形木支架d22cm，△20.011340809.114.8110.590.07479.2 12联络眼梯形木支架d18cm，△40.157700308.32464.000.61509.2 13区段回风巷梯形木支架d22cm，△20.0113404209.114.8110.590.39239.2 14回风石门 梯形水泥棚 0.0150003011.397.5421.880.012132.9 15主要回风巷三星拱，混凝土碹，壁面未抹浆0.005500270010.547.5421.880.371034.4 16回风井混凝土碹 0.0039207012.5612.6 2000.380.001734.4 左翼总阻力 右翼 节点序号巷道名称 支护形式 α/Ns2/m4 L/mU/mS/m2S3/m6R/Ns2/m8Q/m3/s 1副井 混凝土碹，有梯子间0.04000024015.7019.6 7529.540.020071.2 2主要运输石门01三星拱，混凝土碹，壁面未抹浆0.00550012011.879.5857.380.009171.2 3主要运输石门02三星拱，混凝土碹，壁面未抹浆0.0055008011.879.5857.380.006168.9 4主要运输巷三星拱，混凝土碹，壁面未抹浆0.00550045010.197343.000.073536.8 5运输上山01 梯形水泥棚 0.01500013511.017343.000.065035.8 6运输上山02 梯形水泥棚 0.01500013511.017343.000.065025.8 7区段运输巷梯形木支架d22cm，△20.0113404209.114.8110.590.392313.9 8联络眼梯形木支架d18cm，△40.157700308.32464.000.61509.3 9上分层顺槽梯形木支架d22cm，△20.011340809.114.8110.590.07479.3 10工作面单体液压 0.04200011010.006216.000.21399.3 11上分层顺槽梯形木支架d22cm，△20.011340809.114.8110.590.07479.3 12联络眼梯形木支架d18cm，△40.157700308.32464.000.61509.3 13区段回风巷梯形木支架d22cm，△20.0113404209.114.8110.590.392313.9 14回风石门 梯形水泥棚 0.0150003011.397.5421.880.012135.3 15主要回风巷三星拱，混凝土碹，壁面未抹浆0.005500270010.547.5421.880.371036.8 16回风井混凝土碹 0.0039207012.5612.6 2000.380.001736.8 右翼总阻力 容易时期矿井总阻力 Q2/M3/s3h摩/Pav/m/s 5069.44101.483.63 5069.4446.327.49 4747.2128.927.25 1030.4175.764.59 967.2162.874.44 445.2128.943.01 84.6433.211.92 84.6452.062.30 84.646.331.92 84.6418.101.53 84.646.331.92 84.6452.062.30 84.6433.211.92 1082.4113.154.39 1183.36439.044.59 1183.362.042.73 999.79 Q2/M3/s3h摩/Pav/m/s 5069.44101.483.63 5069.4446.327.49 4747.2128.927.25 1354.2499.585.26 1281.6483.315.11 665.6443.273.69 193.2175.802.90 86.4953.192.33 86.496.461.94 86.4918.501.55 86.496.461.94 86.4953.192.33 193.2175.802.90 1246.0915.144.71 1354.24502.434.91 1354.242.332.92 1212.19 1113.24 困难时期阻力表 左翼 节点序号巷道名称支护形式α/Ns2/m4 L/mU/mS/m2S3/m6R/Ns2/m8 1 副井混凝土碹，有梯子间0.04000024015.7019.67529.540.0200 2 主要运输石门01三星拱，混凝土碹，壁面未抹浆0.00550012011.879.5857.380.0091 3 主要运输石门02三星拱，混凝土碹，壁面未抹浆0.0055008011.879.5857.380.0061 4 主要运输巷 三星拱，混凝土碹，壁面未抹浆0.005500315010.197343.000.5147 5 运输上山01 梯形水泥棚0.01500013511.017343.000.0650 6 运输上山02 梯形水泥棚0.01500013511.017343.000.0650 7 区段运输巷 梯形木支架d22cm，△20.0113404209.114.8110.590.3923 8 联络眼梯形木支架d18cm，△40.157700308.32464.000.6150 9 上分层顺槽 梯形木支架d22cm，△20.011340809.114.8110.590.0747 10 工作面单体液压0.04200011010.006216.000.2139 11 上分层顺槽 梯形木支架d22cm，△20.011340809.114.8110.590.0747 12 联络眼梯形木支架d18cm，△40.157700308.32464.000.6150 13 区段回风巷 梯形木支架d22cm，△20.0113404209.114.8110.590.3923 14 回风石门梯形水泥棚0.0150003011.397.5421.880.0121 15 主要回风巷 三星拱，混凝土碹，壁面未抹浆0.005500010.547.5421.880.0000 16 回风井混凝土碹0.0039207012.5612.62000.380.0017 左翼总阻力 右翼 节点序号巷道名称支护形式α/Ns2/m4 L/mU/mS/m2S3/m6R/Ns2/m8 1 副井混凝土碹，有梯子间0.04000024015.7019.67529.540.0200 2 主要运输石门01三星拱，混凝土碹，壁面未抹浆0.00550012011.879.5857.380.0091 3 主要运输石门02三星拱，混凝土碹，壁面未抹浆0.0055008011.879.5857.380.0061 4 主要运输巷 三星拱，混凝土碹，壁面未抹浆0.005500315010.197343.000.5147 5 运输上山01 梯形水泥棚0.01500013511.017343.000.0650 6 运输上山02 梯形水泥棚0.01500013511.017343.000.0650 7 区段运输巷 梯形木支架d22cm，△20.0113404209.114.8110.590.3923 8 联络眼梯形木支架d18cm，△40.157700308.32464.000.6150 9 上分层顺槽 梯形木支架d22cm，△20.011340809.114.8110.590.0747 10 工作面单体液压0.04200011010.006216.000.2139 11 上分层顺槽 梯形木支架d22cm，△20.011340809.114.8110.590.0747 12 联络眼梯形木支架d18cm，△40.157700308.32464.000.6150 13 区段回风巷 梯形木支架d22cm，△20.0113404209.114.8110.590.3923 14 回风石门梯形水泥棚0.0150003011.397.5421.880.0121 15 主要回风巷 三星拱，混凝土碹，壁面未抹浆0.005500010.547.5421.880.0000 16 回风井混凝土碹0.0039207012.5612.62000.380.0017 右翼总阻力 困难时期矿井总阻力 Q/m3/sQ2/M3/s3h摩/Pav/m/s 71.25069.44101.483.63 71.25069.4446.327.49 68.94747.2128.927.25 32.11030.41530.354.59 31.1967.2162.874.44 21.1445.2128.943.01 9.284.6433.211.92 9.284.6452.062.30 9.284.646.331.92 9.284.6418.101.53 9.284.646.331.92 9.284.6452.062.30 9.284.6433.211.92 32.91082.4113.154.39 34.41183.360.004.59 34.41183.362.042.73 1015.35 Q/m3/sQ2/M3/s3h摩/Pav/m/s 71.25069.44101.483.63 71.25069.4446.327.49 68.94747.2128.927.25 36.81354.24697.035.26 35.81281.6483.315.11 25.8665.6443.273.69 13.9193.2175.802.90 9.386.4953.192.33 9.386.496.461.94 9.386.4918.501.55 9.386.496.461.94 9.386.4953.192.33 13.9193.2175.802.90 35.31246.0915.144.71 36.81354.240.004.91 36.81354.242.332.92 1307.21 1171.23