scholarly journals Improvement of Nitrogen Removal in Lab Scale Waste Stabilization Ponds and it's Applications Towards Full Scale Ponds

2006 ◽  
Vol 39 (4) ◽  
pp. 38
Author(s):  
Dhanesh N. De S. Gunatilleke ◽  
Peter Van Der Steen ◽  
Huub Gijzen
Keyword(s):  
Nitrogen Removal ◽  
Full Scale ◽  
Waste Stabilization Ponds ◽  
Stabilization Ponds ◽  
Waste Stabilization

Nitrogen removal in attached growth waste stabilization ponds of wastewater from a rubber factory

1999 ◽  
Vol 40 (1) ◽  
pp. 45-52
Author(s):  
A. Rakkoed ◽  
S. Danteravanich ◽  
U. Puetpaiboon
Keyword(s):  
Nitrogen Removal ◽  
Waste Treatment ◽  
Pond Water ◽  
Anaerobic Treatment ◽  
Waste Stabilization Ponds ◽  
Attached Growth ◽  
Stabilization Ponds ◽  
Waste Stabilization ◽  
Removal Efficiencies ◽  
Laboratory Waste

Nitrogen removal from wastewater from rubber factories using attached-growth waste stabilization ponds (AGWSP) was evaluated. Usually, wastewaters generated from rubber factories such as concentrated latex factories and rubber sheet factories contain a high amount of nitrogen originating from natural rubber and ammonia compounds added in the production processes. From an investigation of 3 rubber factories at Songkhla, Thailand, average concentrations of TKN, NH3-N and Org-N in raw factory wastewater were found to be 889, 578 and 311 mg/l respectively. Two series of laboratory waste treatment ponds, waste stabilization ponds (WSP) and attached-growth waste stabilization ponds were investigated to compare the efficiency of nitrogen removal from wastewater from a concentrated latex factory. The wastewater fed to the experimental units was collected from the effluent of the anaerobic treatment pond at the factory. The experiments were conducted with hydraulic retention times (HRT) of 40 and 20 days. Another experiment run with an HRT of 40 days together with 50% recirculating of effluent was also conducted. Finally, an experiment run at an HRT of 4 days was carried out in order to observe the effect of shock loading. The results revealed that TKN, NH3-N and BOD5 removal efficiencies in AGWSP were higher than in control ponds (WSP). Increased removal efficiencies were achieved which resulted from an increase in biomass on media in the pond water.

Nitrogen removal in baffled waste stabilization ponds

1996 ◽  
Vol 33 (7) ◽  
pp. 173-181 ◽  
Author(s):  
S. Muttamara ◽  
U. Puetpaiboon
Keyword(s):  
Removal Efficiency ◽  
Nitrogen Removal ◽  
Plug Flow ◽  
Specific Area ◽  
Pilot Scale ◽  
Bacterial Biofilm ◽  
Waste Stabilization Ponds ◽  
Stabilization Ponds ◽  
N Removal ◽  
Waste Stabilization

This study evaluated nitrogen removal in Baffled Waste Stabilization Ponds (BWSPs) comprising laboratory and pilot-scale ponds with different number of baffles. The aim was to promote the waste stabilization pond practice for wastewater treatment in tropical countries by increasing nitrogen and organic carbon removal efficiency or reducing the land area requirement through the use of baffles which increased the biofilm biomass concentrations. The experiments started with a tracer study to find out the hydraulic characteristics of each pond. It was shown that the dispersion number decreased with increasing flow length and number of baffles which indicated more plug flow conditions. The deviation of actual HRT from theoretical HRT was computed and the flow pattern suggested the existence of an optimum spacing of baffles in BWSP units. The investigations further revealed that more than 65% TN and 90% NH3-N removal efficiencies were achieved at HRT of 5 days in a 6 baffled pond, which corresponds to the specific area of 34.88 m2m3. TN and NH3-N removal increased with increasing number of baffles in the BWSP units. Combined algal/bacterial biofilm grown on the baffles immersed in the ponds showed potential for increasing the extent of nitrification. COD removal increased with higher number of baffles with its maximum removal efficiency at 6 baffles. Compared with normal WSP, BWSP gave higher TN, NH3-N, COD and BOD5 removal efficiency. The effluent SS concentrations from the laboratory-scale 6 baffled pond were less than 20 mg/L at HRT of 3 days or more.

Microalgal luxury uptake of phosphorus in waste stabilization ponds – frequency of occurrence and high performing genera

2017 ◽  
Vol 78 (1) ◽  
pp. 165-173 ◽  
Author(s):  
A. Crimp ◽  
N. Brown ◽  
A. Shilton
Keyword(s):  
Phosphorus Content ◽  
Microscopic Analysis ◽  
Full Scale ◽  
High Rate ◽  
Waste Stabilization Ponds ◽  
High Performing ◽  
Dissolved Phosphorus ◽  
Climatic Regions ◽  
Stabilization Ponds ◽  
Waste Stabilization

Abstract Microalgae commonly found in waste stabilization ponds (WSPs) are able to accumulate elevated phosphorus levels within their cells in a process known as luxury uptake. However, there are few studies focused on luxury uptake in full scale WSPs. In order to comprehensively quantify the occurrence of this phenomenon, eight different WSP sites comprising seven primary facultative, six maturation and two high rate algal ponds (HRAPs) spread over several climatic regions were monitored over four seasons. Of the 15 ponds studied, 13 of these exhibited elevated levels of biomass phosphorus content at some point; however, the occurrence in HRAPs was limited. More than half of the samples tested had elevated phosphorus contents and this occurred in all climatic zones surveyed. The phosphorus content of the biomass was significantly correlated to decreasing rainfall and increasing total dissolved phosphorus. Microscopic analysis revealed that nearly all the 17 microalgal and five cyanobacterial genera identified performed luxury uptake, but at varying frequencies. This is the first time that the genera of algae responsible for luxury uptake in full scale WSPs has been studied. Chlamydomonas/Cryptomonas, Micractinium/Microcystis and Scenedesmus were the only microalgal genera found to both commonly occur in WSPs and consistently perform luxury uptake.

Rotavirus removal in experimental waste stabilization pond systems with different geometries and configurations

1995 ◽  
Vol 31 (12) ◽  
pp. 285-290 ◽  
Author(s):  
J. I. Oragui ◽  
H. Arridge ◽  
D. D. Mara ◽  
H. W. Pearson ◽  
S. A. Silva
Keyword(s):  
Clostridium Perfringens ◽  
Slow Process ◽  
Faecal Coliforms ◽  
Waste Stabilization Ponds ◽  
Stabilization Pond ◽  
Waste Stabilization Pond ◽  
Stabilization Ponds ◽  
Waste Stabilization

Rotavirus removal in waste stabilization ponds is a relatively slow process: in a series of ten ponds (a 1-d anaerobic pond followed by nine 2-d ponds) its numbers were reduced from 1.4 × 105 per litre to zero, and in an “innovative” series (a 1-day anaerobic pond, 3-d facultative pond, 3.8-d, 3-d and 5-d maturation ponds) from 5.1 × 104 per litre to <5 per litre. Faecal coliforms were better indicators of rotaviruses than was Clostridium perfringens .

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