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山地城市污水特细砂除砂系统目标粒径确定

Keywords: 山地城市,污水,特细砂,粒径特征,目标粒径

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Abstract:

三峡库区重庆段污水处理厂长期受污水特细砂影响;污水中特细砂平均粒径仅182.6μm,而传统沉砂池通常以粒径大于200μm砂粒去除率来衡量沉砂池除砂效果;参考国外传统除砂设备性能参数估算特细砂总去除率仅为51.2%,若考虑砂水分离器效率等因素,则实际去除率更低。基于重庆“特细砂”的粒径分布特征、除砂效率理论计算分析认为,特细砂除砂装置的设计研发时,除砂粒径分界点或目标粒径为100μm,并以粒径≥100μm细砂去除率来衡量沉砂池的除砂效果,能保证粒径分布曲线中70%~95%的特细砂得到有效去除,能满足污水处理厂对特细砂的去除要求。

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