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Joanna Kazimierowicz, Marcin Debowski and Marcin Zielinski
The liquid fraction from the dewatering of digested sewage sludge (LF-DSS) represents a major processing complication for wastewater treatment facilities, thus necessitating new and effective methods of LF-DSS neutralization. This pilot-scale study exami...
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Muhammad Shettima Lawan, Rajeev Kumar, Jamshaid Rashid and Mohamed Abou El-Fetouh Barakat
The treatment of petroleum refinery wastewater (PRWW) is of great interest in industrial wastewater management. This wastewater contains a diverse concentration of contaminants such as oil and grease, petroleum hydrocarbons, phenols, ammonia, and sulfide...
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Evgueni Kassianov, Larry K. Berg, Mikhail Pekour, James Barnard, Duli Chand, Jennifer Comstock, Connor Flynn, Arthur Sedlacek, John Shilling, Hagen Telg, Jason Tomlinson, Alla Zelenyuk and Jerome Fast
We examine the performance of our approach for calculating the total scattering coefficient of both non-absorbing and absorbing aerosol at ambient conditions from aircraft data. Our extended examination involves airborne in situ data collected by the U.S...
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Yun-Young Choi, Seung-Ryong Baek, Jae-In Kim, Jeong-Woo Choi, Jin Hur, Tae-U Lee, Cheol-Joon Park and Byung Joon Lee
Municipal wastewater treatment plants (WWTPs) in Korea collect and treat not only domestic wastewater, but also discharge from industrial complexes. However, some industrial discharges contain a large amount of non-biodegradable organic matter, which can...
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Alessandra Bardi, Qiuyan Yuan, Valeria Tigini, Federica Spina, Giovanna Cristina Varese, Francesco Spennati, Simone Becarelli, Simona Di Gregorio, Giulio Petroni and Giulio Munz
Recalcitrant compounds limit the efficiency of conventional biological processes for wastewater treatment, representing one of the major issues in the field. This study focused on the treatment of three effluents with White-Rot-Fungus (WRF) Bjerkandera a...
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Lucía Hernández Leal, Hardy Temmink, Grietje Zeeman and Cees J. N. Buisman
Greywater consists of household wastewater excluding toilet discharges. Three systems were compared for the biological treatment of greywater at a similar hydraulic retention time of approximately 12?13 hours. These systems were aerobic treatment in a se...
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I. Fernandez-Segovia, I. Escriche, and J.A. Serra
Pág. 37 - 47
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