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Urban Drainage System of Metropolitan Zone of Guadalajara: Problems and Proposals

IFES Symposium on Climate Change 20-25 October 2008. Urban Drainage System of Metropolitan Zone of Guadalajara: Problems and Proposals. By José Arturo Gleason E. October 22, 2008. St. Ann Jamaica. Content. I . Zone of Study. II. Problematic. III. Technical Proposals. I. Zone of Study.

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Urban Drainage System of Metropolitan Zone of Guadalajara: Problems and Proposals

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  1. IFES Symposium on Climate Change 20-25 October 2008 Urban Drainage Systemof Metropolitan Zone of Guadalajara: Problems and Proposals By José Arturo Gleason E. October 22, 2008. St. Ann Jamaica.

  2. Content I. Zone of Study II. Problematic III. TechnicalProposals

  3. I. Zone of Study Guadalajara México

  4. Before urbanization at Atemajac Valley Watershed (1542) N Four Hill Agua Azul Park Colomos Park Huentitán Ravine Well Well San Juan de Dios River Water table Reservoir Aquifer Rock Santiago River Lecho Rocoso Deep Aquifer PROFILE SOUTH-NORTH Elaborated by José Arturo Gleason

  5. DrainageSystem (Today) N Four Hill Agua Azul Park ArchitectureSchool Agua Azul Park Imperviouspavedsurface Huentitán Ravine San Juan de Dios Collector Aquifer Santiago River Rock Contamination Aguas subterráneas profundas Elaborado por Mtro. J. Arturo Gleason E.

  6. Failures of the Syste N Four Hill Arquitecture School Imperbeable paved surface Floods Huentitán Ravine San Juan de Dios Collector Aquifer Santiago River Rock Contamination Deep Aquifer Elaborado por Mtro. J. Arturo Gleason E.

  7. Collectors with its sub-watersheds of the Atemajac Valley Watershed

  8. Floods in Atemajac Valley watershed

  9. Distribution of rainwater before and after urban development in Guadalajara BEFORE AFTER

  10. Distribution of rainwater before and after urban development in Guadalajara NOW FUTURE

  11. III. Proposals: Small and Big actions

  12. Small Actions Rainwater Harvesting Infiltration Wells Water Senstive Urban Design

  13. Tradition Sanitary System BAP Ø 100 Azotea Ø 51 Ø 51 Ø 100 Box 40x60 Ø 100 Ø 100 Ø 100 Ø 51 Shower CC Ø 51 WC Ø 100 Washing hands Ø 51 100 Ø Ø 51 Ø 51 Ø 100 CB Kitchen Ø 51 CB Laundary Ø 100 Ø 51 CB Ø 100 BAP Ø 100 PVC tubes Bpx 40x60 Ø 100 Ø 100 Albañal tubes Box 40x60 Ventilation tubes Ø 100 To drainage Note: Diameters are in millimeters Registro de 40x60

  14. Sustainable Sanitary System BAP Ø 100 Azotea Ø 51 Ø 51 Ø 100 Box 40x60 Ø 100 Ø 100 Ø 100 CC Ø 51 Shower Ø 51 Ø 100 Ø13 WC Ø 100 Ø13 Washing hands51Ø Ø 51 100 Ø CB Ø 100 Ø 100 Pumb Kitchen Ø 51 Graywater Tank Ø 51 Ø 100 CB Laundary Ø 51 Ø 100 Graywater tubes Ø 51 CB Ø 100 Rainwater tubes BAP Ø 100 PVC tubes Box 40x60 Ø 100 Ø 100 Albañal tube Filter Ø 100 Registro de 40x60 Ventilation tubes Ø 100 To Drainage Overflow Note: Diameters are in millimeters Registro de 40x60

  15. Big Actions Stormwater System Ponds

  16. SustainableUrbanDrainageSystem N Four Hill CUAAD U.de G. Rainwater Harvesting Ponds System Infiltration Huentitán Ravine Infiltration Aquifer Santiago River Rock Aquifers

  17. Conclusions * Itisneccesary a change of mind in local authorites in ordertofixtheproblemsbysustainablecriteria. * Notonlythebigstubesresolvethewholeproblem, itisneededtogetan integral approach. (Notonlyengineers) * Participation of citizensiscluebecausethroughtheircommitmentitispossibletoachievetheaims in less time and wideway.

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