1 / 22

Alternative Drainage Techniques : Infiltration

Alternative Drainage Techniques : Infiltration. Team 3 Ariel Marcelo Ravelli (Argentina) Lina Mabel (Chile) Vinícius de Mello Moutinho (Brasil). Theme Presentation Case of Study Rain and Modeling Adopted Solution Results. Theme Presentation. Drainage Alternative Forms Trenches

ayasha
Download Presentation

Alternative Drainage Techniques : Infiltration

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript

  1. Alternative Drainage Techniques : Infiltration Team 3 Ariel Marcelo Ravelli (Argentina) Lina Mabel (Chile) Vinícius de Mello Moutinho (Brasil)

  2. Theme Presentation • Case of Study • Rain and Modeling • Adopted Solution • Results

  3. Theme Presentation • Drainage Alternative Forms • Trenches • Storage Rooftops • Permeable Pavement • Infiltration Basins

  4. Case of Study La Riereta basin, Saint Boi Llobregat Basin 100% impermeable 1% to 7% average slopes Area of 18 ha Unitary Drainage System

  5. [1] These subcatchments had it´s width calculated as symmetrical, W= 2*L, while the others were calculated as asymmetrical, W=(2 - Sk) x L, Sk= (A2 – A1)/ A Subcatchments Features

  6. Rain and Modeling

  7. Rain and Modeling 3 Rains: Jordi, Fidel and Martina

  8. Rain and Modeling Calibration : Fidel First Round Last Round

  9. Rain and Modeling Validation : Jordi Error: peak: 0.4% volume: 34%

  10. Project Rain

  11. Project Rain Full Rain Reduced Rain

  12. Local Problem

  13. Solutions • Reduce Impermeable Area • Combined Solution

  14. Solutions • Reduce Impermeable Area from 100% to 0%

  15. Solutions • Combined Solution • Imper. Area – 60% • CN – 60 • Infiltration Basin • Shallow Trenches

  16. Solutions

  17. Solutions Total Volume Reduction : 88%

  18. Conclusions 100% to 0% we still had a flood, an amount of 0.46% of the inicial flood. Combined solution, we were able to reduce the soil impermeability from 100% to 60%, and using the infiltration basin and the trenches, we reduced the total flood from 1.896 x 106 to only 0.230 x 106 ltrs, a total reduce of 88%

  19. Problems Good Management Required

More Related