建筑工程管道闭水试验记录表

建筑工程管道闭水试验记录表,大道,D100073.0,39.53D=1000Q=39.53,38.670.0268541666667,0.3493055555560.37013888888958.810.0269W58.810625,W=K27*时间*试验段长度,3.0,折合平均实测渗水量38.67〔m3/(24h.km)〕,大道,K8+293～K8+333右段YL-4--YL-5,D400HDPE双壁波纹管丅形橡胶密封圈,Q＝0.0046Di ,35.361.84,0.4020833333330.42291666666729.090.02421.780.00123611111111,W1.48333333333,3.0W=K27*时间*试验段长度,折合平均实测渗水量34.91〔m3/(24h.km)〕,K8+572～K8+612右段YL-11--YL-12,D1000,39.53D=1000Q=39.53,39.190.0272152777778,0.4701388888890.49097222222232.660.027232.6583333333,折合平均实测渗水量39.19〔m3/(24h.km)〕,K8+922～K8+962右段YL-20--YL-21,D800,35.36,34.860.0242083333333,0.6048611111110.62569444444429.050.024229.05,折合平均实测渗水量34.86〔m3/(24h.km)〕,D120041.0,43.3D=1200Q=43.30,43.110.0299375,0.4305555555560.45138888888936.820.029936.823125,折合平均实测渗水量42.11〔m3/(24h.km)〕,D1200,43.3D=1200Q=43.3,43.210.0300069444444,0.4722222222220.49305555555643.210.0236.0083333333,折合平均实测渗水量43.21〔m3/(24h.km)〕,D50039.32,27.95,27.130.0188402777778,0.5416666666670.562522.610.018822.6083333333,折合平均实测渗水量27.13〔m3/(24h.km)〕,D50039.32,27.95,27.130.0188402777778,0.5416666666670.562522.610.018822.6083333333,折合平均实测渗水量27.13〔m3/(24h.km)〕