2019
DOI: 10.1080/1065657x.2016.1172055
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Monitoring: Physic‐Chemical, Microbiological, and Phytotoxic Parameters of Mixed Oil Mill Waste and Green Waste Composts Moistened with Treated Urban Wastewater and Tap Water

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Cited by 4 publications
(4 citation statements)
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“…Over the composting period, C:N ratio significantly decreased. These results are in agreement with Tangour et al (2019) who observed a decrease in the C/N ratio after the maturation of compost piles and suggested that the C/N ratio declines with time because of the organic matter mineralization by micro‐organisms facilitating the conversion of organic carbon into carbon dioxide. do Carmo et al (2016) also reported a rise in inorganic matter with a decrease in the C:N ratio.…”
Section: Discussionsupporting
confidence: 93%
“…Over the composting period, C:N ratio significantly decreased. These results are in agreement with Tangour et al (2019) who observed a decrease in the C/N ratio after the maturation of compost piles and suggested that the C/N ratio declines with time because of the organic matter mineralization by micro‐organisms facilitating the conversion of organic carbon into carbon dioxide. do Carmo et al (2016) also reported a rise in inorganic matter with a decrease in the C:N ratio.…”
Section: Discussionsupporting
confidence: 93%
“…At the end of the co-composting process, the concentration of trace metals are lower than those initial values as illustrated in Table 2. The decrease of TOC after 6 months of treatment was explained by the decomposition of organic carbon by microorganisms as reported by Tandy et al (2009) and Tangour et al (2019).…”
Section: Resultssupporting
confidence: 59%
“…The increase of C/N is due to the biodegradability in organic matter fractions, leading to the reduction of total nitrogen and slightly increase of the total carbon content as reported by Bernal et al (1998), López-López and López-Fabal (2016), and Ostos et al (2008). Therefore, the obtained quality of GW0, GW25, and GW50 is acceptable, since the C/N ratios are at the range of 12, a recommended value for a municipal waste compost as reported by Bernal et al (1998) and Tangour et al (2019).…”
Section: Resultsmentioning
confidence: 91%
“…Indeed, the OMWW amounts to 1 million m 3 per year and has a very high organic load, recalcitrant in nature and with a high amount of toxicity compounds [1]. Several solutions have been examined for the management of this effluent such as biological treatment processes [2], additions in composting [3,4], ferti-irrigation [5] as well as valorization in the civil engineering field [6]. The storage of OMWW in evaporation ponds, which are authorized but unfortunately uncontrolled, remains the most adopted solution [1].…”
Section: Introductionmentioning
confidence: 99%