BREVET 2.215.395 (B) (7306817). A 23 FEVRIER 1973. DISPOSITIF REPARTITEUR DU LIQUIDE DE DEBORDEMENT D'UNE INSTALLATION DE DESTRUCTION DE MATIERES FECALES PAR VOIE BACTERIENNE, DANS UN FILTRE EN AVAL DE CETTE INSTALLATIONsdPatent

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