无压力管道HDPE双壁波纹管,闭水试验D300尀400尀500尀600的允许渗水量是多少
推荐回答(4个)
无压力管道严密性试验允许渗水量
管材 管道内径(mm) 允许渗水量(m3/(24h·km)) 允许渗水量(m3/(1/2h·m))
钢筋混凝土管 200 17.60 0.00037
300 21.62 0.00045
400 25.00 0.00052
500 27.95 0.00058
600 30.60 0.00064
700 33.00 0.00069
800 35.35 0.00074
HDPE管UPVC管 200 10.56 0.00022
300 12.97 0.00027
400 15.00 0.00031
500 16.77 0.00035
600 18.36 0.00038
700 19.8 0.00041
800 21.21 0.00044
注: ⑴ HDPE管、UPVC管参照钢筋砼管允许渗水量的0.6倍。
⑵ 闭水试验应在管道填土前进行自检。
⑶ 闭水试验应在管道灌满水后经24h后再进行。
⑷ 闭水试验的水位,应为试验段上游管道内顶以上2m。如上游管内顶至检查口的高度小于2m时,闭水试验水位可至下游井口为止。
⑸ 对渗水量的测定时间不小于30 min(半小时)。
给排水管道工程施工及验收规范2008版167页化学建材管实测渗水量q=0.0046DI,DI为管道内径
300管渗水量=0.0046*300=1.38m3/24h*km
400管渗水量=0.0046*400=1.84m3/24h*km
500管渗水量=0.0046*500=2.3m3/24h*km
600管渗水量=0.0046*600=2.76m3/24h*km.
你好,分析如下:
给排水管道工程施工及验收规范2008版167页化学建材管实测渗水量q=0.0046DI,DI为管道内径
300管渗水量=0.0046*300=1.38m3/24h*km
400管渗水量=0.0046*400=1.84m3/24h*km
500管渗水量=0.0046*500=2.3m3/24h*km
600管渗水量=0.0046*600=2.76m3/24h*km.
渗水量求平均值就可以了,结果是L/(10m.30min)单位换算乘以4.8就是km的结果
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