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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 in5 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 tra4 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 can7 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 alignment8 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 storage8 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 theo8 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 la8 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 transp5 KB (744 words) - 03:23, 4 November 2014