Anaerobic treatment of kraft pulp-mill waste activated-sludge: Sludge dewaterability and filtrate quality

1992 ◽  
Vol 39 (1) ◽  
pp. 69-75 ◽  
Author(s):  
Jaakko A. Puhakka ◽  
Matti Alavakeri ◽  
Wen K. Shieh
2004 ◽  
Vol 50 (3) ◽  
pp. 103-110 ◽  
Author(s):  
A. Werker ◽  
Å Malmqvist ◽  
T. Welander

Parallel laboratory investigations were conducted to examine aspects of two distinct but related bioprocess strategies for low sludge production in the treatment of the same TCF kraft pulp mill effluent. The purpose of this article has been to compare the performance results from these two bench-scale trials with respect to nutrient demands, nutrient discharge, COD removal, and waste sludge characteristics. The LSP (Low Sludge Production) process can be used to significantly reduce sludge yield with excellent sludge characteristics. These sludge characteristics seemed to be related to elevated protozoan grazing pressures. The BAS (Biofilm-Activated Sludge) process achieves similar reduced sludge yields and sludge characteristics while at the same time significantly reducing the nutrient demands and discharge levels. For both LSP and BAS process optimization, the selector nutrient loading is critical to the overall process performance. Selector nutrient requirements are distinct from the overall process nutrient requirements.


1985 ◽  
Vol 17 (1) ◽  
pp. 77-88 ◽  
Author(s):  
M S Salkinoja-Salonen ◽  
R Hakulinen ◽  
L Silakoski ◽  
J Apajalahti ◽  
V Backström ◽  
...  

The reasons for studying anaerobic fluidised bed technology for the treatment of forest industry wastewaters are twofold: the very large volume enforcing hydraulic loading beyond the limits tolerated by conventional anaerobic techniques and the low nutrient need compared with aerobic methods. In this paper we describe the results obtained for four different pulp mill waste streams: sulfite bleaching and evaporator condensate wastewaters , wastewater from displacement bleaching of kraft pulp and from thermomechanical pulping. We found that all four could be purified anaerobically within a hydraulic detention time of ≤12h and with a treatment efficiency of 3 to 4 kg of CODCr removed m−3 d−1. 80 to 90% of the CODCr of the thermomechanical pulp mill wastewater and evaporator condensate could be removed during anaerobic treatment, yielding ≥0.5m3 of biogas kg−1 CODCr removed. The bleaching wastewaters needed aerobic post-treatment and yielded little or no biogas.


1970 ◽  
Vol 5 (1) ◽  
pp. 80-101 ◽  
Author(s):  
Jerzy Ganczarczyk

Abstract The chemical neutralization of alkaline wastewater during the activated sludge treatment is due mostly to the development of CO2 during such biological treatment. The full-scale activated sludge treatment of alkaline wastewater without preliminary separate chemical neutralization was studied for the case of an unbleached Kraft pulp mill effluent. The treatment was carried out in limited-mixing aeration tanks at conventional loadings. Maximum pH values of the mixed liquor were 10.2, and the corresponding total alkalinity values reached 23.8 me/l. It was observed that considerable parts of the waste-water alkalinity were removed during the initial periods of mixed liquor aeration. The practical limit of this type of neutralization seems to be close to pH of 8.


2012 ◽  
Vol 2012 (12) ◽  
pp. 3959-3969
Author(s):  
Natália R. de Rezende ◽  
Ann H. Mounteer ◽  
Geovana C. Mozer ◽  
Eduarda O. Reis

Author(s):  
L. Virkki ◽  
J. Knuutinen ◽  
P. Mannila ◽  
J. Paasivirta

1991 ◽  
Vol 71 (4) ◽  
pp. 270-274 ◽  
Author(s):  
Kiyoshi Minami ◽  
Kazuo Okamura ◽  
Shigemichi Ogawa ◽  
Takaaki Naritomi

2013 ◽  
Vol 67 (2) ◽  
pp. 333-339 ◽  
Author(s):  
Alessandra Cunha Lopes ◽  
Ann H. Mounteer ◽  
Teynha Valverde Stoppa ◽  
Davi Santiago Aquino

Eucalyptus bleached kraft pulp production, an important sector of the Brazilian national economy, is responsible for generating large volume, high pollutant load effluents, containing a considerable fraction of recalcitrant organic matter. The objectives of this study were to quantify the biological activity of the effluent from a eucalyptus bleached kraft pulp mill, characterize the nature of compounds responsible for biological activity and assess the effect of ozone treatment on its removal. Primary and secondary effluents were collected bimonthly over the course of one year at a Brazilian bleached eucalypt kraft pulp mill and their pollutant loads (biochemical oxygen demand (BOD), chemical oxygen demand (COD), total organic carbon (TOC), adsorbable organic halogen (AOX), lignin, extractives) and biological activity (acute and chronic toxicity and estrogenic activity) quantified. The effluent studied did not present acute toxicity to Daphnia, but presented the chronic toxicity effects of algal growth inhibition and reduced survival and reproduction in Ceriodaphnia, as well as estrogenic activity. Chronic toxicity and estrogenic activity were reduced but not eliminated during activated sludge biological treatment. The toxicity identification evaluation revealed that lipophilic organic compounds (such as residual lignin, extractives and their byproducts) were responsible for the toxicity and estrogenic activity. Ozone treatment (50 mg/L O3) of the secondary effluent eliminated the chronic toxicity and significantly reduced estrogen activity.


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