Effect of textile effluent treatment plant sludge on the growth metabolism of Green gram (Vigna radiata L)

2013 ◽  
Vol 51 (1/2) ◽  
pp. 79 ◽  
Author(s):  
Jyoti Prasad Kakati ◽  
Ponnusamy Ponmurugan ◽  
Natarajan Rajasekaran ◽  
Balasubramanian Mythili Gnanamangai
2016 ◽  
Vol 42 (4) ◽  
pp. 1435-1442 ◽  
Author(s):  
Md. Mostafizur Rahman ◽  
Md. Maksudur Rahman Khan ◽  
Md. Tamez Uddin ◽  
Md. Akhtarul Islam

2006 ◽  
Vol 26 (1) ◽  
pp. 22-28 ◽  
Author(s):  
J. Balasubramanian ◽  
P.C. Sabumon ◽  
John U. Lazar ◽  
R. Ilangovan

2020 ◽  
Author(s):  
Mugaishudeen Gulmohamed ◽  
Sivaram Kumaraswamy ◽  
Yogeswaran Dharmalingam ◽  
Pahalavan Gopalakrishnan

1988 ◽  
Vol 20 (1) ◽  
pp. 65-72 ◽  
Author(s):  
Rurik Skogman ◽  
Reino Lammi

The requirements imposed on the Finnish forest products industry by the water authorities have focused on the reduction of BOD and suspended solids in the wastewaters. The industry has tried to comply with these requirements, first through internal measures such as process changes and closed systems. When these have not been sufficient, external treatment has been resorted to. The Wilh. Schauman Company in Jakobstad has chosen activated sludge with extended aeration from among the available methods for treating effluent. The plant has operated since the beginning of 1986 with extremely good results. In addition to the reduction of BOD and suspended solids, there has been a marked decrease of chlorinated phenols. Chlorinated substances with higher molecular weight are also removed during the process.


1992 ◽  
Vol 25 (1) ◽  
pp. 45-51 ◽  
Author(s):  
Larbi Tebai ◽  
Ioannis Hadjivassilis

Soft drinks industry wastewater from various production lines is discharged into the Industrial Effluent Treatment Plant. The traditional coagulation/flocculation method as first step, followed by biological treatment as second step, has been adopted for treating the soft drinks industry wastewaters. The performance of the plant has been evaluated. It has been found that the effluent characteristics are in most cases in correspondence with the requested standards for discharging the effluent into the Nicosia central sewerage system.


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