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公共食堂排水沟的做法在那本规范上有，那具体是怎样设计的？ - 工程设计 - 项目管理 - 氿上知道
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满意答案
2、污水流量应按设计秒流量计算。
3、含食用油污水在池内的流速不得大于0.005m/s。
4、含食用油污水在池水的停留时间为2~10min。
5、人工除油的隔油池内存油部分的容积不得小于该池有效容积的25%。
6、隔油池应设活动盖板。进水管应考虑有清通的可能。
7、隔油池出水管管底至池底的深度，不得小于0.6m。
这些是国家标准相关规范上的规定————参考《建筑给水排水设计规范》（GB50012-2003）
有专门的隔油池图集，可以按具体情况选用。另外，现在还有比较先进的隔油池产品。
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回答于：2014-01-15
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