Constructed Wetlands for Industrial Wastewater Treatment 2018
DOI: 10.1002/9781119268376.ch9
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Dairy Wastewater Treatment with Constructed Wetlands: Experiences from Belgium, the Netherlands and Greece

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Cited by 7 publications
(13 citation statements)
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“…Researchers found high removal rates for COD RE (93-96.00%) [55]. In southern Europe, in various studies [12,[27][28][29][31][32][33], the authors reported average values of BOD 5 RE ranging between 70% and 94% depending on various factors, such as the size of the CW and the wastewater pretreatment. In this study, at inlet of the HSSFs CW, the ratio between BOD 5 and COD was found to be 0.40, on average.…”
Section: Monitoring and Pollutants Removal Efficiency Of The Hssfs Cwmentioning
confidence: 99%
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“…Researchers found high removal rates for COD RE (93-96.00%) [55]. In southern Europe, in various studies [12,[27][28][29][31][32][33], the authors reported average values of BOD 5 RE ranging between 70% and 94% depending on various factors, such as the size of the CW and the wastewater pretreatment. In this study, at inlet of the HSSFs CW, the ratio between BOD 5 and COD was found to be 0.40, on average.…”
Section: Monitoring and Pollutants Removal Efficiency Of The Hssfs Cwmentioning
confidence: 99%
“…The high average RE values of BOD 5 and COD can be explained by considering the role of plants, substrate and microorganisms in a CW and their interaction. Many authors [12,13,24,27,44,53] highlight, in fact, that filtration and sedimentation carried out by plants and substrate, together with microbiological degradation, are the main physical and chemical processes required for the elimination of organic matter in a CW. However, taking the functional and construction characteristics of HSSFs into consideration, it is not possible to conclude that the removal rate of organic compounds depends only on oxygen levels in the rhizosphere.…”
Section: Monitoring and Pollutants Removal Efficiency Of The Hssfs Cwmentioning
confidence: 99%
“…If N:P:K ratios in recovered nutrient supply sources and specific crop field demand are considered, crop selection and/or dimensioning of the system could be adapted to N:P:K ratios in the fertigation water (TW effluent), or fertilizer (digestate) in order to maximize the production achieved from applying only recovered nutrients, and/or to maximize the replacement of synthetic fertilizer. The calculations for this study were conducted with average net nutrient requirements of different crop species within each product group (1)(2)(3). When applying this to a specific field case, the specific crop nutrient requirements could be considered and secondary nutrient input sources tapped adequately.…”
Section: Adaptation Of Nutrient Sources To Product Groups To Optimize the Recovery And Reuse Efficiencymentioning
confidence: 99%
“…TW for wastewater treatment are wellestablished NBS [51]. They can treat wastewater from a wide range of sources besides domestic wastewater, such as industrial (e.g., [11,21,31,32]and agricultural wastewater (e.g., [2,3,49]) or landfill leachate [36], and have been successfully implemented in different climate zones around the world [19]. The systems are characterized by low external energy demand, comparatively low cost, and easy operation and maintenance as well as the possibility to use local materials and labor.…”
Section: Introductionmentioning
confidence: 99%
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