Denitrification process and suspended solids separation in deep-bed two-media down-flow filters

Author(s):  
Lena M. Jonsson
1991 ◽  
Vol 23 (7-9) ◽  
pp. 1695-1702 ◽  
Author(s):  
S. Elmaleh ◽  
J. Coma ◽  
A. Grasmick ◽  
L. Bourgade

The effectiveness of the use of seawater and of magnesium in the removal of microalgae from oxidation pond effluents was investigated using the jar test procedure. The results indicated that the major flocculating reaction is the magnesium hydroxide precipitation at pH 11.5. The next step was to intensify the liquid-solids separation by use of a fluidized bed flocculator packed with 800 µm inert resin particles provided with an inclined multitubular settler. The total suspended solids abatement could reach 95 % with a superficial upflow velocity of 30 m/h corresponding to a residence time through the whole unit of 5 minutes only. The energy requirement quantified by the pressure drop through the bed is very low. Besides, the waste sludge extracted from the settler is easily thickened.


1999 ◽  
Vol 39 (6) ◽  
pp. 89-96
Author(s):  
J. R. Messenger ◽  
J. C. Smith ◽  
M. J. Tetreault ◽  
C. Vitasovic ◽  
S. Zhou ◽  
...  

The use of process and two-dimensional clarifier modelling to investigate the implications of upgrading Melbourne Water's Eastern Treatment Plant to a nitrification/denitrification process is discussed. Results indicate that the existing clarification capacity is sufficient for the increased solids loading arising from operation at a nitrifying sludge age but that the existing diffuser system may need to be replaced in order to achieve the required oxygen transfer rate. The impact of step feeding into unaerated zones to reduce the aeration tank suspended solids concentration and to achieve denitrification is discussed and the installation of baffles to improve the performance of peripheral feed clarifiers is suggested.


2012 ◽  
Vol 65 (8) ◽  
pp. 1420-1427 ◽  
Author(s):  
Xibiao Jin ◽  
Feng Wang ◽  
Guohong Liu ◽  
Yongdi Liu

While inoculating pre-acclimatized floccular sludge, nitrite-denitrifying granular sludge was obtained after approximately 40 days of cultivation in a 10 L upflow sludge blanket (USB) reactor. The nitrite removal efficiency was approximately 95% when the nitrite concentration was 50 mg L−1at an influent flow rate of 20 L h−1. The nitrite granular sludge had several notable features including good settleability (110 m h−1), high ash content (79%), and high density (1.248 g cm−3). The mixed liquor suspended solids (MLSS) of the sludge bed remained at 130.04 g L−1, at a hydraulic upflow velocity of 2 m h−1. These interesting characteristics were attributed to a high effluent pH (9.7) caused by the release of alkalinity during the nitrite denitrification process. The surfaces of the granules were dominated by cocci bacteria with a diameter of approximately 3 μm, which could be classified as Nitrosomonas-like species based on our analysis of 16 S rDNA sequences.


2000 ◽  
Vol 41 (1) ◽  
pp. 53-56 ◽  
Author(s):  
C. Camos ◽  
S. Martorell ◽  
A. Rey ◽  
D. Güell ◽  
J. Robusté ◽  
...  

Observations during routine wastewater treatment plants (WWTP) controls in Catalonia suggest that in small Activated Sludge (AS) plants suspended solids separation problems could reach a special intensity. In order to evaluate their incidence, filamentous scums, clarifier floating solids, rising sludge, deflocculation and bulking incidences occurring in 34 small WWTP were controlled for a year. To improve the efficiency of these plants, analyses of mainly suspended solids separation problems were systematically performed.


2003 ◽  
Vol 47 (4) ◽  
pp. 157-166 ◽  
Author(s):  
J. Pollert ◽  
D. Stránsky

During the last two decades, the use of simulation models has played an increasingly important role in the evaluation of the dynamic behaviour of sewer systems. One of the basic characteristics of these models is the number of dimensions taken into account during simulation. This paper demonstrates the benefits of the combination of two models with a different number of dimensions included. The evaluation of separation efficiency of suspended solids in the combined sewer overflow (CSO) was the basic objective of the project. Two simulation models have been used for the evaluation. The 1D model output was the CSO inflow hydrograph, which was used as an input for the 3D model. With the help of the 3D model, the water flow inside the CSO was simulated. This paper includes the results of case study documenting the proposed methodology. Charts of concentration dynamics of suspended solids on the CSO inflow, outflow and overflow are presented (for particles with different characteristics).


1994 ◽  
Vol 30 (3) ◽  
pp. 29-38 ◽  
Author(s):  
Steven E. Woodard ◽  
Ronald F. Wukasch

A process has been developed for reducing both the mass and volume of waste activated sludge generated by the biological treatment of a pharmaceutical wastewater. As a result of the mixture rule, the sludge is classified as a hazardous waste. Thus, treatment and disposal have traditionally been very costly. This study focused on optimizing an engineered hydrolysis operation in terms of solids reduction, environmental impact, practicality and cost. Dewaterability screening studies were also conducted in an attempt to transform the residual solids into a readily filterable material. The resultant hydrolysis/thickening/filtration process begins with room temperature sludge acidification using sulfuric acid. This results in 50 to 60 percent solubilization of suspended solids, thus sharply reducing the mass of solids to be handled. Also, carbon dioxide is liberated during the reaction phase, enabling solids separation and thickening to occur via flotation. Subnatant hydrolysate can then be recycled to enhance solids solubilization. Once properly conditioned with acid and cationic polymer, the residual solids are readily pressure filtered to cake dryness in excess of 50% solids. Results of laboratory studies indicate that the overall process is capable of substantially reducing sludge cake production.


1987 ◽  
Vol 19 (5-6) ◽  
pp. 911-918 ◽  
Author(s):  
S. Y. Ip ◽  
J. S. Bridger ◽  
N. F. Mills

Results of our trials demonstrate that the alternating aerobic/anaerobic activated sludge (AAA-CMAS) system is capable of producing effluent of high quality in either fully-loaded or under-loaded conditions. The aeration energy saving and the sludge reduction of the AAA-CMAS system was shown to be of the order of 30% and 15% respectively. Because denitrification process is taking place within the reactor under controlled conditions and not in the sedimentation tank where degree of denitrification cannot be controlled, effluent of the AAA-CMAS system was found to contain much less suspended solids and E. coli counts than that of the conventional system, resulting in further cost saving in chlorination and in back-washing of the filter.


2017 ◽  
Vol 23 (2) ◽  
Author(s):  
AJAY KUMAR RAJAWAT ◽  
PRAVEEN KUMAR

An attempt has been made to study the Physico-chemical condition of water of Yamuna River at Gokul Barrage, Mathura, (UP). The time period of study was July 2015 to June 2016. Three water samples were selected from different sites in each month for study. The parameters studied were Temperature, Turbidity, pH, DO, BOD, COD, Total Dissolved Solids and Suspended Solids. Almost all the parameters were found above the tolerance limit.


2020 ◽  
Vol 20 (3) ◽  
pp. 325-332
Author(s):  
Le Nhu Da ◽  
Le Thi Phuong Quynh ◽  
Phung Thi Xuan Binh ◽  
Duong Thi Thuy ◽  
Trinh Hoai Thu ◽  
...  

Recently, the Asian rivers have faced the strong reduction of riverine total suspended solids (TSS) flux due to numerous dam/reservoir impoundment. The Red river system is a typical example of the Southeast Asian rivers that has been strongly impacted by reservoir impoundment in both China and Vietnam, especially in the recent period. It is known that the reduction in total suspended solids may lead to the decrease of some associated elements, including nutrients (N, P, Si) which may affect coastal ecosystems. In this paper, we establish the empirical relationship between total suspended solids and total phosphorus concentrations in water environment of the Red river in its downstream section from Hanoi city to the Ba Lat estuary based on the sampling campaigns conducted in the dry and wet seasons in 2017, 2018 and 2019. The results show a clear relationship with significant coefficient between total suspended solids and total phosphorus in the downstream Red river. It is expressed by a simple equation y = 0.0226x0.3867 where x and y stand for total suspended solids and total phosphorus concentrations (mg/l) respectively with the r2 value of 0.757. This equation enables a reasonable prediction of total phosphorus concentrations of the downstream Red river when the observed data of total suspended solids concentrations are available. Thus, this work opens up the way for further studies on the calculation of the total phosphorus over longer timescales using daily available total suspended solids values.


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