Two pilot subsurface wastewater infiltration systems(SWISs) were filled with the same mixed matrix and operated in the intermittent feeding mode with hydraulic loading of 0.1 m~3/(m~2·d) for 140 d.One of SWISs was fed with wastewater which was previously settled(ST),and the other with the same wastewater but in addition treated with a coagulation process(CT).After 140 d of operation,in the upper layer of ST system the effective porosity decreased by 4.1%and the organic matter(OM) content increased by 246.4%,whereas only decreased by 0.7%and increased by 35.7%of CT system,respectively.During the study,clogging didn’t occur in CT system and occurred in ST system.Effluent chemical oxygen demand(COD),total phosphorus(TP) and ammonia nitrogen(NH~+ —N) concentrations in CT system were less than those in ST system.In ST system,effluent COD,TP,NH~+—N concentrations increased and suspended solid(SS) concentration decreased after clogging.The results indicated that the use of a prior coagulation treatment was a good alternative for improving the effluent quality and avoiding an anticipated clogging.