scholarly journals A Study on Nutrient Properties and Heavy Metal Concentrations of Waste Activated Sludge Derived from Municipal and Small Town Domestic Sewage Treatment Plants

Author(s):  
X.K. Sun ◽  
Y. Huang ◽  
X. Dong ◽  
C.B. Xu ◽  
J. Bai
1990 ◽  
Vol 22 (7-8) ◽  
pp. 161-170
Author(s):  
I. Sekoulov ◽  
R. Addicks ◽  
J. Oles

Enlargement and/or upgrading of already existing sewage treatment plants will bring problems to design and operation. However, this can be solved even in some complicated configuration of the treatment system, as will be demonstrated. Having an activated sludge system for BOD removal (first stage) followed by a trickling filter for nitrification (second stage), denitrification of the effluent without an external H donator is hard to achieve. In domestic sewage treatment, denitrification is usually carried out with BOD as carbon source. Additionally to the principal question of pre- or post denitrification and the related effects on the effluent quality (BOD, COD, NH4) pre-denitrification in the given case would be highly ineffective and uneconomical (large hydraulic loads). The paper presents a system using thickened sludge from the activated sludge sedimentation as H donator. The sludge has been successfully used to denitrify the trickling filter effluent. For the design of the post-denitrification stage, the necessary volume of sludge could be determined together with the volume of the denitrification reactor. Results of the pilot-plant studies are presented.


2009 ◽  
Vol 38 (4) ◽  
Author(s):  
Stefan Tucholski ◽  
Kazimierz Markiewicz ◽  
Emilia Markiewicz ◽  
Marcin Duda

Heavy metals in outflows from a sewage treatment plant and in waters and sediments of ponds supplied with themThe examination of total amounts of heavy metals (Hg, Cd, Cu, Pb, Cr, Ni, Zn) was conducted in the outflow from a sewage treatment plant and in the waters and sediments of ponds supplied with them. As the water passed through the pond system, a decrease of heavy metal concentrations in the post-treatment sewage water supplying the ponds was observed. The highest concentrations of heavy metals were found in the outflow from the sewage treatment plant and lower concentrations were observed in the water of pond 1 (except for Zn), which was the direct receiver of post-treatment sewage, while the lowest values were noted in the final pond. The concentration of heavy metals in the sediments decreased in consecutive ponds. The highest concentrations were determined in the sediment of pond 1 that received the post-treatment sewage directly from the sewage treatment outflow, whereas the lowest values were estimated in the sediments of pond number 4, which was the final pond in the system.


1983 ◽  
Vol 15 (1) ◽  
pp. 59-76 ◽  
Author(s):  
Ian H Rose-Innes ◽  
Steven Nossel

The rheology of waste activated sludge (WAS) and of humus and digested sludges taken from full scale sewage treatment plants at solids concentrations between 1,5% and 9% (g/g) was investigated using a rotational viscometer. The results indicated that all the sludges behaved as pseudoplastic thixotropic fluids. The pseudo-plastic parameters, fluid consistency index K and flow behaviour index n, were related to concentration, and in the case of WAS to the sludge volume index (SVI). Concentration and SVI were found to be the most important variables. These relationships allow the prediction of resistency to flow in pipelines of WAS with various SVI values and of humus and digested sludges, within the range of solids concentrations tested.


Geologija ◽  
2008 ◽  
Vol 50 (4) ◽  
pp. 237-245 ◽  
Author(s):  
Audronė Jankaitė ◽  
Pranas Baltrėnas ◽  
Agnė Kazlauskienė

1990 ◽  
Vol 22 (7-8) ◽  
pp. 113-121
Author(s):  
W. Maier

In view of the new effluent standards in West Germany, including nitrification and phosphorus elimination, many of the existing sewage treatment plants will have to be rebuilt or expanded. Another demand which will have to be dealt with in the near future is denitrification. Under consideration of the large BOD5-loads which were taken into account when designing the plants, many of them nitrify during the summer or can be easily converted to operate with nitrification. Principles for planning the upgrading of such plants have been laid down in order to achieve the required effluent concentrations. The application of these principles is demonstrated with examples of upgraded plants.


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