Literature DB >> 25369915

Wastewater treatment in a compact intensified wetland system at the Badboot: a floating swimming pool in Belgium.

D Van Oirschot1, S Wallace, R Van Deun.   

Abstract

The Badboot (Dutch for swimming pool boat) is a floating swimming pool located in the city center of Antwerp in Belgium. The overall design consists of a recycled ferry boat that serves as a restaurant and next to that a newly built ship that harbours an Olympic size swimming pool, sun decks, locker rooms with showers, and a party space. A major design goal of the project was to make the ship as environmentally friendly as possible. To avoid discharge of contaminated waste water in the Antwerp docks, the ship includes onsite treatment of wastewater in a compact constructed wetland. The treatment wetland system was designed to treat wastewater from visitor locker rooms, showers, toilets, two bars, and the wastewater from the restaurant kitchen. Due to the limited space on board the ship, only 188 m(2) could be allocated to a wetland treatment system. As a result, part of the design included intensification of the wetland treatment process through the use of Forced Bed Aeration, which injects small quantities of air in a very uniform grid pattern throughout the wetland with a mechanical air compressor. The system was monitored between August 2012 and March 2013 (with additional sampling in the autumn of 2014). Flows and loads to the wetland were highly variable, but removal efficiency was extremely high; 99.5 % for chemical oxygen demand (COD), 88.6 % for total nitrogen and 97.2 % for ammonia. The treatment performance was assessed using a first-order, tanks-in-series model (the P-k-C* model) and found to be roughly equivalent to similar intensified wetlands operating in Germany. However, treatment performance was substantially better than data reported on passive wetlands, likely as a result of intensification. Even with mechanically assisted aeration, the total oxygen delivered to the treatment wetlands was insufficient to support conventional nitrification and denitrification, so it is likely that alternate nitrogen removal pathways, such as anammox, are operating in the wetland.

Entities:  

Mesh:

Substances:

Year:  2014        PMID: 25369915     DOI: 10.1007/s11356-014-3726-6

Source DB:  PubMed          Journal:  Environ Sci Pollut Res Int        ISSN: 0944-1344            Impact factor:   4.223


  1 in total

Review 1.  Model-based design of horizontal subsurface flow constructed treatment wetlands: a review.

Authors:  Diederik P L Rousseau; Peter A Vanrolleghem; Niels De Pauw
Journal:  Water Res       Date:  2004-03       Impact factor: 11.236

  1 in total
  1 in total

1.  Treatment of pollution in constructed wetlands: from the fundamental mechanisms to the full-scale applications.

Authors:  Florent Chazarenc; Vincent Gagnon; Elif Asuman Korkusuz
Journal:  Environ Sci Pollut Res Int       Date:  2015-07-11       Impact factor: 4.223

  1 in total

北京卡尤迪生物科技股份有限公司 © 2022-2023.