风压计算

风压计算αLPSS3R摩QQ2h摩V序号巷道名称支护Kg·S2/m4(m)(m)(m2)(m2)3KgS2/m3(m3/s)(m3/s)2(Pa)(m/s)1副井砼碹0.004032818.8428.2822617.20.0011137.0018769.0201.04.842-250水平底车场锚喷0.00111013.712.21815.80.000881.736679.854.36.703－250集中下山上部车场锚喷0.00116013.712.21815.80.0012553025.035.84.514-250集中下山锚喷0.00145012.410.61191.00.0047553025.0138.95.195-350水平车场锚喷0.00132013.712.21815.80.0024553025.071.64.516-350水平石门锚喷0.001100713.712.72048.40.0067553025.0199.74.337上组煤-350东大巷锚喷0.001114011.28.8681.50.0187502500.0459.05.68831200上车场锚喷0.00116011.28.8681.50.002610.5110.32.81.19931200东翼轨巷锚喷0.001180010.27.6439.00.0418636.014.80.791031200东翼深部轨巷锚杆0.0019509.65.6175.60.05198.470.635.91.501131227出口锚杆0.0014509.25.2140.60.02945.9835.810.31.151231227面单柱0.004100128512.00.00945.9835.83.30.751331227机巷锚杆0.0014809.25.2140.60.03145.9835.811.01.151431200东翼深部皮带巷锚杆0.0019209.65.6175.60.05038.470.634.81.501531200东翼皮带巷锚喷0.00115609.67.6439.00.034110.5110.336.91.3816上组煤－350东艺皮带巷锚喷0.00117011.57.8474.60.004142.771829.373.95.4817回风巷锚喷0.0016013.712.21815.80.00058