1、W1W4(含井)管道内径(mm)管材种类接口种类试验段长度(m)D200波纹管承插式24.00试验段上游设计水头(m)试验水头(m)允许渗水量/(24h.km)1.82q=27.95*0.024=0.6708m3/(24h.km) =0.000671L/(min.m)(GB20268-2008规范中9.3.5表)渗水量测定记录次数观测起始时间T1观测结束时间T2恒压时间T(min)恒压时间内补入得水量W(L)实测渗水量qL/(min.m)19:0010:604.680.0000033216:17:4.760.000003383折合平均实测渗水量qL/(min.m)=W/(T*L)外观记录评语试
2、验负责人监理单位建设单位记录员试验表(水管)5黄山市黄山区三口镇人民政府 2 黄山区三口镇白果树村污水管网工程W4(含井)提升井D500165.9q=27.95*0.1659=4.6369m3/(24h.km) =0.00464L/(min.m)1.6350.0001111.4280.000117 3 W5(含井)W1258q=27.95*0.058=1.6211m3/(24h.km) =0.00162L/(min.m)1.8450.0001091.8930.000112 合同号: 4 W5(含井)-W1950q=27.95*0.05=1.3975m3/(24h.km) =0.0013975
3、L/(min.m)2.310.0001192.290.000118 5 W6(含井)-W2554q=27.95*0.054=1.5093m3/(24h.km) =0.0015093 L/(min.m)1.4560.0001160.000114 合同号: 6 W6W32(含井)66q=27.95*0.066=1.8447m3/(24h.km) =0.0018447L/(min.m) 7 W41(含井)处理井D40042.2q=27.95*00.0422=1.179499m3/(24h.km) =0.0011795L/(min.m) 8 W43(含井)W4618.7q=27.95*0.0187=0
4、.522665m3/(24h.km) =0.000523L/(min.m) 9 W47(含井)-H392.5q=27.95*0.0925=2.585375m3/(24h.km) =0.002586L/(min.m) 10 W69(含井)-W7876.2q=27.95*0.0762=2.12979m3/(24h.km) =0.00213L/(min.m) 11 W78 (含井)H4D30014.1q=27.95*0.0141=0.3945m3/(24h.km) =0.0003945L/(min.m) 12 W78(含井)W7935.7q=27.95*0.0357=0.997815m3/(24h.
5、km) =0.0009978L/(min.m) 13 W78(含井)W11354.1q=27.95*0.0541=1.512095m3/(24h.km) =0.0015121L/(min.m) 14 W83(含井)-W8514.8q=27.95*0.0148=0.41366m3/(24h.km) =0.000414L/(min.m) 15 W87(含井)-H415.3q=27.95*0.0153=0.427635m3/(24h.km) =0.0004276L/(min.m) 16 W89W96(含井)104.6q=27.95*1.046=29.2357m3/(24h.km) =0.029235