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  • ...chnology to remove and digest settleable solids from the Blackwater, and a simplified or settled sewer system to transport the Effluent to a (Semi-) Centralized ...lity to a (Semi-) Centralized Treatment facility via a [[Simplified Sewers|Simplified Sewer network]] or a [[Solids-free Sewer|Solids-Free Sewer network]]. An in
    5 KB (685 words) - 21:18, 3 March 2009
  • ...ected to a (Semi-) Centralized Treatment facility by a [[Simplified Sewers|Simplified Sewer network]] or a [[Conventional Gravity Sewer|Gravity Sewer network]]. ...the Conveyance Technology helps to prevent solids from accumulating in the sewers. One of the Technologies T1 to T10 is required for the treatment of the tra
    4 KB (547 words) - 21:18, 3 March 2009
  • ...y to a (Semi-) Centralized Treatment facility using a [[Simplified Sewer | Simplified]] (C.4) or a [[Conventional Gravity Sewer | Conventional Gravity Sewer]] ne ...this system could further aggravate the problem. Depending on the type of sewers used, this system can be adapted for both dense urban and peri-urban areas.
    5 KB (747 words) - 03:19, 4 November 2014
  • ...dient than [[Conventional Gravity Sewer | Conventional Sewers]] (C.6). The simplified sewer allows for a more flexible design at lower costs.''' ...w for heavy traffic, or underneath pavements (sidewalks). Since simplified sewers are installed where they are not subjected to heavy traffic loads, they can
    7 KB (1,088 words) - 23:12, 23 September 2020
  • ...ges. Because there is little risk of depositions and clogging, solids-free sewers do not have to be self-cleansing, i.e., no minimum flow velocity or tractiv Solids-free sewers do not have to be installed on a uniform gradient with a straight alignment
    8 KB (1,130 words) - 19:27, 3 October 2020
  • '''Conventional gravity sewers are large networks of underground pipes that convey blackwater, greywater a Conventional gravity sewers normally do not require onsite pre-treatment, primary treatment or storage
    8 KB (1,124 words) - 19:41, 3 October 2020
  • * Bakalian, A., Wright, A., Otis, R. and Azevedo Netto, J. (1994). Simplified sewerage: design guidelines. Water and Sanitation Report No. 7. The World B * Mara, DD., et al. (2001). PC-based Simplified Sewer Design. University of Leeds, England. (Comprehensive coverage of theo
    8 KB (1,256 words) - 00:15, 11 June 2015
  • * Bakalian, A., Wright, A., Otis, R. y Azevedo Netto, J. (1994). Simplified sewerage: design guidelines. Water and Sanitation Report No. 7. Banco Mundi * Mara, DD., et al. (2001). PC-based Simplified Sewer Design. Universidad de Leeds, Inglaterra. (Cobertura detallada de la
    8 KB (1,203 words) - 00:16, 11 June 2015
  • ...to a (Semi-) Centralized Treatment facility through a [[Simplified Sewer | Simplified]] (C.4) or a [[Conventional Gravity Sewer | Conventional Gravity Sewer netw ...the Conveyance technology helps to prevent solids from accumulating in the sewers.
    4 KB (578 words) - 03:23, 4 November 2014
  • ...emove and digest settleable solids from the Blackwater, and a [[Simplified Sewers | Simplified]] (C.4) or [[Solids-free Sewer | Solids-Free]] (C.5) Sewer system to transp
    5 KB (744 words) - 03:23, 4 November 2014