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Mission D – Etablissement Du Schema Directeur République de Côte d’Ivoire Union – Discipline – Travail ACTUALISATION DU SCHEMA DIRECTEUR D’ASSAINISSEMENT ET DE DRAINAGE DU DISTRICT D’ABIDJAN MISSION D – ETABLISSEMENT DU SCHEMA DIRECTEUR RAPPORT DE SYNTHESE SIEGE IMPLANTATION REGIONALE 6, Rue Grolée Département International 69289 LYON Cedex 02 6, Rue Grolée 69289 LYON CEDEX 02 – FRANCE Téléphone : 04-72-32-56-00 Téléphone : + 33 (0) 472.32.56.47 Télécopie : 04-78-38-37-85 Télécopie : + 33 (0) 472.32.57.18 E-mail : [email protected] E-mail : [email protected] GROUPE MERLIN \ Réf. doc : 143122-ME-108-Mission D-Rapport de synthèse-B.docx Ind Etabli par Approuvé par Date Objet de la révision T. COUGARD Premier établissement A P. TORSET 25/04/2018 PH TORSET VERSION DEFINITIVE B P.TORSET P.TORSET 29/04/2019 Révision phase 1 EP MINISTERE DE LA CONSTRUCTION, DU LOGEMENT, DE L’ASSAINISSEMENT ET DE L’URBANISME ACTUALISATION DU SCHEMA DIRECTEUR D’ASSAINISSEMENT ET DE DRAINAGE DU DISTRICT D’ABIDJAN SOMMAIRE 1 INTRODUCTION ............................................................................................................................ 4 2 PRESENTATION DU SCHEMA DES FLUX EAUX USEES A L’HORIZON FINAL .................................. 6 2.1 SCENARIO RETENU .......................................................................................................................... 6 2.2 SYSTEME STEP ANYAMA .................................................................................................................. 8 2.3 SYSTEME STEP ADJAHUI .................................................................................................................. 8 2.4 SYSTEME STEP VRIDI GADA ........................................................................................................... 11 2.5 SYSTEME STEP COCODY BINGERVILLE ........................................................................................... 13 2.6 SYSTEME VITRE 2 .......................................................................................................................... 14 2.7 SYSTEME STEP 60 000 LOGEMENTS (SONGON) .............................................................................. 15 2.8 ZONE STEP PK 24 (SONGON) ......................................................................................................... 15 3 STATIONS D’EPURATION DES EAUX USEES ................................................................................ 16 4 HIERARCHISATION ET ETUDE PROGRAMMATIQUE DES TRAVAUX EAUX USEES ....................... 20 4.1 CRITERES DE HIERARCHISATION ................................................................................................... 20 4.1.1 VULNERABILITE DES POPULATIONS ........................................................................................ 20 4.1.2 PRESERVATION DU MILIEU RECEPTEUR .................................................................................. 21 4.1.3 LOGIQUE HYDRAULIQUE ........................................................................................................ 21 4.1.4 COORDINATION DES TRAVAUX D’ASSAINISSEMENT AVEC LES TRAVAUX DE LUTTE CONTRE LES INONDATIONS ...................................................................................................................................... 21 4.2 DEFINITION DES PHASES DE TRAVAUX DU PROGRAMME EU ........................................................... 22 4.2.1 PRESENTATION GENERALE ..................................................................................................... 22 4.2.2 PHASAGE DES TRAVAUX EU .................................................................................................... 22 4.2.3 REALISATION DES STATIONS D’EPURATION ........................................................................... 25 4.2.4 RACCORDEMENT DES MENAGES ............................................................................................. 25 5 REHABILITATION DES RESEAUX EAUX USEES ............................................................................ 26 5.1 RESEAUX PRIMAIRES ET SECONDAIRES ......................................................................................... 26 5.1.1 COLLECTEUR DE BASE............................................................................................................ 2 6 5.1.2 AUTRES RESEAUX .................................................................................................................. 28 5.1.2.1 TREICHVILLE ...................................................................................................................... 28 5.1.2.2 ADJAME ............................................................................................................................. 28 5.1.2.3 AUTRES RESEAUX ............................................................................................................... 28 5.2 COLLECTEURS TERTIAIRES ............................................................................................................ 28 5.3 DEVERSOIRS D’ORAGE .................................................................................................................. 28 5.4 STATIONS DE POMPAGE ................................................................................................................ 29 5.5 STATION DE KOUMASSI DIGUE ...................................................................................................... 30 6 AMELIORATION DU FONCTIONNEMENT DES RESEAUX EAUX USEES ......................................... 31 6.1 LUTTE CONTRE L’ENSABLEMENT .................................................................................................... 31 6.2 GESTION DU RISQUE H2S .............................................................................................................. 31 6.3 EXPLOITATION DES COLLECTEURS ................................................................................................ 32 6.3.1 SECURITE EN EXPLOITATION ................................................................................................. 32 6.3.2 AUTOSURVEILLANCE .............................................................................................................. 32 6.4 SYSTEME D’INFORMATION GEOGRAPHIQUE ................................................................................... 33 7 PRECONISATIONS EN MATIERE DE GESTION DE L’ASSAINISSEMENT AUTONOME ................... 34 7.1 SURVEILLANCE ET CONTROLES ...................................................................................................... 34 7.2 NOUVELLES INSTALLATIONS.......................................................................................................... 34 7.3 INSTALLATIONS EXISTANTES ........................................................................................................ 34 7.4 GESTION DES BOUES DE VIDANGE ................................................................................................ 35 8 SENSIBILISATION DES POPULATIONS ....................................................................................... 35 9 PROGRAMME DE TRAVAUX D’AMENAGEMENTS EAUX PLUVIALES ............................................. 36 9.1 STRATEGIE GENERALE DE GESTION DES EAUX PLUVIALES ............................................................. 36 9.1 DEFINITION DES OBJECTIFS DE PROTECTION ................................................................................ 36 9.1.1 PERIODE DE RETOUR ............................................................................................................. 36 9.1.2 PRISE EN COMPTE DU CHANGEMENT CLIMATIQUE SUR LES PLUIES ........................................ 37 9.1.3 MONTEE DU NIVEAU DE LA MER ............................................................................................. 37 MISSION D GROUPE MERLIN \Ref. doc : 143122-ME-108-Mission D-Rapport de synthèse-B.docx Page 2/69 MINISTERE DE LA CONSTRUCTION, DU LOGEMENT, DE L’ASSAINISSEMENT ET DE L’URBANISME ACTUALISATION DU SCHEMA DIRECTEUR D’ASSAINISSEMENT ET DE DRAINAGE DU DISTRICT D’ABIDJAN 9.2 MISE EN PLACE DE ZONES D’ECRETEMENT ..................................................................................... 37 9.2.1 PRINCIPE DE FONCTIONNEMENT ............................................................................................ 37 9.2.2 IDENTIFICATION DU NIVEAU DE REMPLISSAGE ACCEPTABLE .................................................. 38 9.2.3 SYNTHESE DES ZONES DE STOCKAGE ..................................................................................... 39 9.3 REALISATION DES COLLECTEURS (CANAUX ET DALOTS) ................................................................ 42 9.3.1 CAS DES BASSINS VERSANTS PENTUS .................................................................................... 42 9.3.2 CAS DES BASSINS VERSANTS PLATS ET URBANISES ................................................................ 43 9.4 AMENAGEMENT DES CUVETTES NATURELLES ................................................................................. 44 9.5 RESTRUCTURATION DES FRANCHISSEMENTS DE LA ZONE D’ETUDE ............................................... 48 9.6 SYNTHESE CARTOGRAPHIQUE DES AMENAGEMENTS PRECONISES .................................................. 49 10 TRAVAUX SUR LES DIGUES ET LES RAVINS ............................................................................ 51 10.1 SECURISATION DES DIGUES EXISTANTES ...................................................................................... 51 10.2 STABILISATION DES ZONES DE RAVINEMENT ...............................................................................
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