Causes of observed temporal variability of nutrient fluxes from a southern Australian marine embayment

1999 ◽  
Vol 50 (6) ◽  
pp. 581 ◽  
Author(s):  
Geoff J. Nicholson ◽  
Andy R. Longmore
Keyword(s):  
Water Temperature ◽  
Water Column ◽  
Sewage Treatment ◽  
Sewage Treatment Plant ◽  
Treatment Plant ◽  
The Other ◽  
Total Carbon ◽  
Phosphate Silicate ◽  
Benthic Chambers ◽  
Marine Embayment

Benthic chambers were used to measure temporal differences of sediment–water column flux of dissolved oxygen (DO), ammonium, nitrite plus nitrate, phosphate, silicate and total carbon dioxide (TCO2) in Port Phillip Bay. Three clear and three dark benthic chambers were deployed between October 1994 and January 1996 at each of three sites: near the outflow of a major sewage treatment plant, near the mouth of a river and in the deep centre of the bay. Analysis of variance indicated that chamber type did not significantly affect magnitude of flux for the majority of deployments. Water temperature at the time of deployment had a significant effect on the fluxes of DO, TCO2 , NH4 , and SiO4 at the central bay site and for all fluxes at the other two sites. There was a relationship between TCO2 flux in the sediment and C production in the water column (r2 = 0.6552). The denitrification efficiency at the central bay site was usually >80% at all times, and altered by ~30% seasonally at the other two sites. It is likely that the effect of water temperature on a suite of biological processes is the predominant source of temporal variation in these benthic fluxes.

Evaluation of the Efficiency of a New Aeration System at Henriksdal Sewage Treatment Plant

1988 ◽  
Vol 20 (4-5) ◽  
pp. 85-92 ◽  
Author(s):  
L.-G. Reinius ◽  
J. Hultgren
Keyword(s):  
Air Flow ◽  
Sewage Treatment ◽  
Sewage Treatment Plant ◽  
Treatment Plant ◽  
Design Flow ◽  
The Other ◽  
Aeration Tank ◽  
Aeration System ◽  
Term Change ◽  
Fine Bubble

Henriksdal sewage treatment plant is the largest plant in Stockholm with a design flow of 370 000 m3/d. In one aeration tank of eleven a new fine-bubble aeration system has been in operation since August 1985. The tank is divided into 6 equal parts. The first part is an anoxic zone and the other five are aeration zones with tapered diffusers. Several instruments are installed in the block including separate air flow monitors in each of the five zones and D.O.-probes in the inlet and outlet of the zones. Equipment for flow measurement of settled sewage and return sludge is also installed. Every instrument is connected to a computer for data acquisition. To evaluate the efficiency of the aeration system the oxygenation transfer capacity has been calculated from the oxygen massbalance equation for each zone as a function of air flow. To solve this equation the respiration has to be known and this is done by a simple respirometer for samples of the MLSS in each zone. When the KLa-values are known as functions of the air flow the mass balance equation can be used to calculate the respiration rate in each zone. The computer has been logging data for 2 2 months, and it is possible to calculate the respiration rates in the different zones every hour during this period. It is very important to know the respiration along the tank and how it varies to get the optimal tapering of the diffusers when it is time to change the aeration system in the other 10 tanks. The calculations show a different pattern in the respiration over the year depending on the rate of nitrification. Another use of the calculation of the oxygenation transfer efficiency is to recognize if any long-term change occurs due to clogging of the diffusers.

Screening and Degradation Characteristics of Anthracene-Degrading Strains

2012 ◽  
Vol 610-613 ◽  
pp. 52-55
Author(s):  
Shan Shan Liu ◽  
Xiao Yan Liu ◽  
Xia Liang ◽  
Fa Hui Liu ◽  
Jun Chen Zou ◽  
...  
Keyword(s):  
Sewage Treatment ◽  
Sewage Treatment Plant ◽  
Treatment Plant ◽  
Growth Conditions ◽  
The Other ◽  
Bacterial Strains ◽  
Rdna Genes ◽  
Degradation Rates ◽  
Pseudomonas Nitroreducens ◽  
Optimum Growth Condition

Two efficient anthracene-degrading strains are isolated from pollution sludge collected from sewage treatment plant and identified by sequencing their 16S rDNA genes, one is Pseudomonas nitroreducens and the other is Bacillus sp.. The proper growth conditions of each bacterium was measured and presented for anthracene-degrading. The optimum growth condition is pH 7.5, 30°C. Biodegradation assays revealed that the degradation rates of two bacterial strains are 82.3% and 80.7% in 7 days. Respectively, the two bacteria had played important roles in the degradation of anthracene.

Environmental conditions of the water column in Haifa Bay, Israel, during September-October 1993

1995 ◽  
Vol 32 (9-10) ◽  
pp. 57-64 ◽  
Author(s):  
N. Kress ◽  
B. Herut ◽  
D. Angel
Keyword(s):  
Water Column ◽  
Environmental Conditions ◽  
Phytoplankton Bloom ◽  
Sewage Treatment ◽  
Sewage Treatment Plant ◽  
Treatment Plant ◽  
Preliminary Examination ◽  
Phosphate Nitrate ◽  
Unusual Occurrence ◽  
High Concentrations

During September 1993, the water in Haifa Bay, Israel, turned brown and turbid, and a phytoplankton bloom was observed. Preliminary examination of the seawater showed very high concentrations of o-phosphate, nitrate and dissolved oxygen, and high pH values. In order to investigate this unusual occurrence and determine the environmental conditions that allowed for its development, the chemical and physical characteristics of the water column were measured, one during the unusual bloom in September and one during October 1993, after the bay appeared to have returned to normal. The distribution of nutrients and chlorophyll-a at the surface corresponded closely to that of the salinity and temperature, with high concentrations in the region close to the Kishon estuary, decreasing northward and westward. It was possible to determine that the Kishon river was the main source of the nutrients to the bay, originating from the effluents discharged into the river by a sewage treatment plant and nearby industries. During September, the input of nutrients from the Kishon to the bay was twice as in October, and this, together with favorable hydrographic conditions, most probably caused the unusual extensive phytoplankton bloom.

Analysis and balance of phosphorous removal from wastewater at urban wastewater treatment plant

2020 ◽  
Vol 15 (2) ◽  
pp. 142-151
Author(s):  
Peter Lukac ◽  
Lubos Jurik
Keyword(s):  
Wastewater Treatment ◽  
Wastewater Treatment Plant ◽  
Wastewater Treatment Plants ◽  
Sewage Treatment ◽  
Sewage Treatment Plant ◽  
Treatment Plant ◽  
Phosphorus Recovery ◽  
Anaerobic Sludge ◽  
Biological Phosphorus Removal ◽  
The Mean

Abstract:Phosphorus is a major substance that is needed especially for agricultural production or for the industry. At the same time it is an important component of wastewater. At present, the waste management priority is recycling and this requirement is also transferred to wastewater treatment plants. Substances in wastewater can be recovered and utilized. In Europe (in Germany and Austria already legally binding), access to phosphorus-containing sewage treatment is changing. This paper dealt with the issue of phosphorus on the sewage treatment plant in Nitra. There are several industrial areas in Nitra where record major producers in phosphorus production in sewage. The new wastewater treatment plant is built as a mechanicalbiological wastewater treatment plant with simultaneous nitrification and denitrification, sludge regeneration, an anaerobic zone for biological phosphorus removal at the beginning of the process and chemical phosphorus precipitation. The sludge management is anaerobic sludge stabilization with heating and mechanical dewatering of stabilized sludge and gas management. The aim of the work was to document the phosphorus balance in all parts of the wastewater treatment plant - from the inflow of raw water to the outflow of purified water and the production of excess sludge. Balancing quantities in the wastewater treatment plant treatment processes provide information where efficient phosphorus recovery could be possible. The mean daily value of P tot is approximately 122.3 kg/day of these two sources. The mean daily value of P tot is approximately 122.3 kg/day of these two sources. There are also two outflows - drainage of cleaned water to the recipient - the river Nitra - 9.9 kg Ptot/day and Ptot content in sewage sludge - about 120.3 kg Ptot/day - total 130.2 kg Ptot/day.

Changes of microbial indices of water quality in the Vistula and Brda rivers as a result of sewage treatment plant operation

2008 ◽  
Vol 37 (2) ◽  
Author(s):  
Maciej Walczak
Keyword(s):  
Water Quality ◽  
Sewage Treatment ◽  
Sewage Treatment Plant ◽  
Treatment Plant ◽  
Sewage Treatment Plants ◽  
Plant Operation ◽  
Treated Sewage ◽  
Microbiological Parameters ◽  
Microbial Indices

Changes of microbial indices of water quality in the Vistula and Brda rivers as a result of sewage treatment plant operationThis paper reports the results of studies of microbiological changes in the water quality of the Vistula and Brda rivers after the opening of sewage treatment plants in Bydgoszcz. The study involved determining the microbiological parameters of water quality. Based on the results obtained, it was found that the quality of the water in both rivers had improved decidedly after the opening of the plants, although an increased number of individual groups of microorganisms was found at the treated sewage outlet from one of the plants.

Properties of Nocardiaform Actinomycetes Isolated from a Sewage Treatment Plant of Southern Part of Miyagi.

2000 ◽  
Vol 36 (4) ◽  
pp. 161-171
Author(s):  
KENITSU KONNO ◽  
NAOKI ABE ◽  
YOSHIRO SATO ◽  
KOJI AKAMATSU ◽  
MAKOTO ABE ◽  
...  
Keyword(s):  
Sewage Treatment ◽  
Sewage Treatment Plant ◽  
Treatment Plant

Effect of Wastewater on the Soil and Irrigation Process: A Laboratory Study

2017 ◽  
Vol 1 (1) ◽  
pp. 46-55 ◽  
Author(s):  
Athar Hussain ◽  
Manjeeta Priyadarshi ◽  
Saif Said ◽  
Suraj Negi
Keyword(s):  
Heavy Metals ◽  
Tap Water ◽  
Sewage Treatment ◽  
Daily Intake ◽  
Sewage Treatment Plant ◽  
Treatment Plant ◽  
Treated Wastewater ◽  
Surface Water Resources ◽  
Industrial Sewage ◽  
Concentration Levels

Most of the industrial sewage effluents used for irrigation contains heavy metals which cause toxicity to crop plants as the soils are able to accumulate heavy metal for many years. The vegetables grown for the present study were irrigated with treated wastewater brought from a nearby full-scale sewage treatment plant at different compositions along with tap water as a control. The concentration levels of the Cd, Co, Cu, Mn and Zn in the soil were found to below the toxic limits as prescribed in literature. Daily Intake Metals (DIM) values suggest that the consumption of plants grown in treated wastewater and tap water is nearly free of risks, as the dietary intake limits of Cu, Fe, Zn and Mn. The Enrichment Factor for the treated wastewater irrigated soil was found in order Zn> Ni> Pb> Cr> Cu> Co> Mn> Cd. Thus, treated wastewater can be effectively used for irrigation. This will have twofold significant environmental advantages: (1) helpful to reduce the groundwater usage for irrigation and (2) helpful to reduce the stress on surface water resources.

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