Study on Treatment of Sewage from Channel Discharge with Biological Accelerator-Biofilm Process

2011 ◽  
Vol 183-185 ◽  
pp. 644-648
Author(s):  
Gai Mei Guo ◽  
Hui Fen Qin
Keyword(s):  
Treatment Effect ◽  
Treatment Process ◽  
Removal Rate ◽  
Sewage Treatment ◽  
Ammonia Nitrogen ◽  
Promoting Effect ◽  
Research Results ◽  
The Difference ◽  
Biofilm Process

This paper studied treatment of sewage from channel discharge with biological accelerator-biofilm process, and investigated the promoting effect of biological accelerator on biofilm process during the sewage treatment process. Meanwhile, compared the difference between the laboratory developed compounded enzyme and the foreign composite enzyme. The research results indicated that using biofilm process, the composite enzyme-biofilm process and the compounded enzyme-biofilm process for treating sewage, the removal rate of CODcr was separately 70.5%, 78.4% and 74.0% and that of ammonia nitrogen was separately 38.2%, 48.6% and 45.9%, which accounted for that under the strengthening action of biological accelerator, the treatment effect was remarkable for using biofilm process disposing channel disordered discharge sewage. Furthermore, the promoting effect of the compounded enzyme was equivalent to that of the composite enzyme for biofilm process, and the compounded enzyme could come into use instead of the composite enzyme.

Effect of Phenol on Treatment of Sewage from Channel Discharge with Biological Accelerator-Biofilm Process

2011 ◽  
Vol 243-249 ◽  
pp. 3761-3764
Author(s):  
Gai Mei Guo
Keyword(s):  
Treatment Process ◽  
Sewage Treatment ◽  
Ammonia Nitrogen ◽  
Removal Rates ◽  
Promotion Effect ◽  
Initial Concentration ◽  
Research Results ◽  
Negative Effect ◽  
Biofilm Process

The research studied enhanced treatment of sewage from discharging points of rivers by biofilm process dosing with enzyme and the effect of phenol on removal rates of the main pollution indexes, and investigated promotion effect of enzyme (including the laboratory developed compounded enzyme and the foreign composite enzyme) on treatment of sewage by biofilm process. The research results indicated that when initial concentration of phenol was 5mg/L, the removal rates of phenol, CODCrand ammonia nitrogen obviously decreased compared to no phenol added to reactor A, B and C, and the negative effect of phenol was smaller on reactor B and C than on reactor A. Moreover, enzyme had good promotion effect on biofilm process during the sewage treatment process.

Effect of Mineral Oil on Sewage Disposal by Biofilm Process Dosing with Enzyme

2011 ◽  
Vol 243-249 ◽  
pp. 3743-3746
Author(s):  
Gai Mei Guo
Keyword(s):  
Treatment Process ◽  
Sewage Treatment ◽  
Mineral Oil ◽  
Ammonia Nitrogen ◽  
Removal Rates ◽  
Sewage Disposal ◽  
Promotion Effect ◽  
Research Results ◽  
Biofilm Process

The research studied enhanced treatment of sewage from discharging points of rivers by biofilm process dosing with enzyme and the effect of mineral oil on removal rates of the main pollution indexes, and investigated promotion effect of enzyme (including the laboratory developed compounded enzyme and the foreign composite enzyme) on treatment of sewage by biofilm process. The research results indicated that when mineral oil with the concentration of 20mg/L was added to reactor A, B and C, respectively, the removal rates of mineral oil, CODCrand ammonia nitrogen all obviously decreased. Meanwhile, the removal rates of mineral oil, CODCrand ammonia nitrogen were higher in reactor B and C than in reactor A, and the removal rates of them in reactor B were similar to them in reactor C, which indicated that enzyme had good promotion effect on biofilm process during the sewage treatment process.

Effect of Temperature on Enhanced Treatment of Sewage from Discharging Points of Rivers by Biofilm Process Dosing with Enzyme

2011 ◽  
Vol 243-249 ◽  
pp. 3747-3750
Author(s):  
Gai Mei Guo
Keyword(s):  
Removal Rate ◽  
Ammonia Nitrogen ◽  
The Other ◽  
Effect Of Temperature ◽  
Optimal Temperature ◽  
Removal Rates ◽  
Promotion Effect ◽  
Research Results ◽  
Other Hand ◽  
Biofilm Process

The research studied enhanced treatment of sewage from discharging points of rivers by biofilm process dosing with enzyme and promotion effect of enzyme on treatment of sewage by biofilm process, and investigated the changes of removal rates of the main pollution indexes at different temperature to ensure the optimal temperature. The research results indicated that temperature was an important factor influencing the removal rates of the main pollution indexes. When temperature was in the range of 5°C-8°C, the promotion effects of enzyme on the removals of CODCrand ammonia nitrogen (NH3-N) of sewage by biofilm process were not obvious. However when temperature were in the ranges of 15°C -18°C and 22°C -25°C, enzyme had the high promotion effects on the removals of the pollution indexes. Furthermore, within the certain temperature (5°C -25°C), the removal rates of CODCrand NH3-N were on the rise with the increase of temperature. When temperature increased from 5°C -8°C to 15°C -18°C, the removal rate of CODCrobviously increased, but when temperature continued to increase to 25, the rise trend of the removal rate of CODCrbecame slow. On the other hand, when temperature increased from 5°C -8°C to 22°C -25°C, the increase of the removal rate of NH3-N was always evident. Therefore, the optimal temperature was in the range of 22°C -25°C for the enhanced treatment of sewage from discharging points of rivers by biofilm process dosing with enzyme.

Characteristics of Start-Up Period in Biological Filters with Multiple Compounded Filling for Treating Low Concentration Domestic Sewage

2013 ◽  
Vol 777 ◽  
pp. 206-212
Author(s):  
Lu Ting Pan ◽  
Nai Yuan Zhang ◽  
Kun Wu ◽  
Wen Lei Wang
Keyword(s):  
Electron Microscope ◽  
Treatment Effect ◽  
Biofilm Formation ◽  
Removal Rate ◽  
Biological Membrane ◽  
Ammonia Nitrogen ◽  
Domestic Sewage ◽  
Low Concentration ◽  
Start Up ◽  
Biological Filters

The characteristics of sludge, the start-up and treatment effect of biological filters with multiple compounded filling are studied with low concentration domestic sewage as treating object. Experiment results shows that it spends 25 days to start up biological filters. The removal rate of COD, ammonia nitrogen, total nitrogen (TN) and total phosphorus (TP) are about 90%, 100%, 80% and 90% respectively. Meanwhile, the Biological electron microscope results show that anaerobic biological membrane presents deep black, more filamentous fungi and a small amount of Ciliates, while aerobic biological membrane presents yellow-green, close-grained bacteria micelle, micro-metazoans such as Aspidisca and Vorticella, proving the success of the biofilm formation.

scholarly journals Purification Effect of Sequential Constructed Wetland for the Polluted Water in Urban River

Water ◽  
2020 ◽  
Vol 12 (4) ◽  
pp. 1054 ◽  
Author(s):  
Xueyuan Bai ◽  
Xianfang Zhu ◽  
Haibo Jiang ◽  
Zhongqiang Wang ◽  
Chunguang He ◽  
...  
Keyword(s):  
Constructed Wetland ◽  
Removal Rate ◽  
Sewage Treatment ◽  
Oxygen Demand ◽  
Ecological Engineering ◽  
Ammonia Nitrogen ◽  
Surface Flow ◽  
Urban River ◽  
Polluted Water ◽  
Urban Rivers

Constructed wetlands can play an active role in improving the water quality of urban rivers. In this study, a sequential series system of the floating-bed constructed wetland (FBCW), horizontal subsurface flow constructed wetland (HSFCW), and surface flow constructed wetland (SFCW) were constructed for the urban river treatment in the cold regions of North China, which gave full play to the combined advantages. In the Yitong River, the designed capacity and the hydraulic loading of the system was 100 m3/d and 0.10 m3/m2d, respectively. The hydraulic retention time was approximately 72 h. The monitoring results, from April to October in 2016, showed the multiple wetland ecosystem could effectively remove chemical oxygen demand (COD), ammonia nitrogen (NH4+-N), total nitrogen (TN), total phosphate (TP), and suspended solids (SS) at average removal rates of 74.79%, 80.90%, 71.12%, 78.44%, and 91.90%, respectively. The removal rate of SS in floating-bed wetland was the largest among all the indicators (80.24%), which could prevent the block of sub-surface flow wetland effectively. The sub-surface flow wetland could remove the NH4-N, TN, and TP effectively, and the contribution rates were 79.20%, 64.64%, and 81.71%, respectively. The surface flow wetland could further purify the TN and the removal rate of TN could reach 23%. The total investment of this ecological engineering was $12,000. The construction cost and the operation cost were $120 and $0.02 per ton of polluted water, which was about 1/3 to 1/5 and 1/6 to 1/3 of the conventional sewage treatment, respectively. The results of this study provide a technical demonstration of the restoration of polluted water in urban rivers in northern China.

The Experimental Study of Rural Domestic Sewage Treated with the Mixture of Diatomite and Coagulant

2011 ◽  
Vol 356-360 ◽  
pp. 2153-2157
Author(s):  
Chao Li ◽  
Xiao Yan Zhang ◽  
Jun Liang Liu ◽  
Ding Ding
Keyword(s):  
Experimental Study ◽  
Influencing Factors ◽  
Treatment Effect ◽  
Removal Rate ◽  
Orthogonal Experiment ◽  
Ammonia Nitrogen ◽  
Domestic Sewage ◽  
Stirring Time

In this study, we treat rural domestic sewage with the mixture of diatomite and three kinds of coagulant. The result shows that with three mixtures, CODcr removal rate can be above 40%, and above 35% that of ammonia nitrogen. Compared with diatomite alone, the treatment effect has been significantly improved. We can come to a conclusion by the orthogonal experiment that the influencing factors on the effect of coagulant have following order: pH> dosage >stirring time, which means Ph plays an important role on the effect of coagulant.

Study on Optimization of Operating Parameters for Modified A2/O Process in Changchun Northern Sewage Treatment Plant

2013 ◽  
Vol 409-410 ◽  
pp. 182-186
Author(s):  
Jun Yin ◽  
Jun Xiang Wang ◽  
Jia Ni Li ◽  
Jing Yi Cui
Keyword(s):  
Removal Rate ◽  
Sewage Treatment ◽  
Sewage Treatment Plant ◽  
Treatment Plant ◽  
High Energy ◽  
Ammonia Nitrogen ◽  
Optimal Operation ◽  
Stable Operation ◽  
System Effect ◽  
Operation Conditions

Based on the problem which is water quality instability and high energy consumption in the running of modified A2/O system in Changchun northern sewage treatment plant, we established the optimum parameters and optimized the operation conditions to provide technical support for the stable operation of the wastewater treatment plant by analyzing effect of the system in different conditions Test results showed the best dissolved oxygen concentration in the end of the aerobic tank, sludge recycling ratio and inner recycling ratio should be chosen 1.5~2.5mg/L, 80% and 180%. The operation results with optimal operation conditions showed that COD, ammonia nitrogen, SS, TN and TP removal rate were 89.07%, 80.44%, 95.27%, 61.09% and 89.88%. The process system effect is stable and effluent can satisfy the sewage discharged standards.

Treating Effect of Potassium Ferrate to Aquaculture Recirculating Water

2014 ◽  
Vol 1004-1005 ◽  
pp. 1005-1007
Author(s):  
Dong Xia Zhang ◽  
Qi Liu ◽  
Yong Ming Zhang
Keyword(s):  
Removal Rate ◽  
Sewage Treatment ◽  
Ammonia Nitrogen ◽  
Potassium Ferrate ◽  
Recirculating Aquaculture ◽  
Nitrite Removal ◽  
Total Ammonia ◽  
Treatment Agent ◽  
Aquaculture Development ◽  
Aquaculture Waste

Aquaculture waste water was a major sewage resource, and recirculating aquaculture is an important mode of aquaculture development. Potassium ferrate is a novel sewage treatment agent and the use of potassium ferrate as a aquaculture recirculating water purification agents had a very important significance in the theoretical and practical application. When the amount of potassium ferrate is 8mg / L, the removal rate of the total number of colonies is 98.8%, the removal rate of COD is 92.16%, 98.78%, and sulfide is 98.42%. For the total amount of ammonia and nitrite also has a certain effect, when the amount of potassium ferrate is 12mg / L, the nitrite removal rate was 44.61%, total ammonia nitrogen removal rate was 23.61%.

Studies on the Performance of Biofilm-MBR

2014 ◽  
Vol 1030-1032 ◽  
pp. 396-399
Author(s):  
Wei Hong Jin ◽  
Cai Ling He ◽  
Feng Gao ◽  
Chen Li
Keyword(s):  
Removal Efficiency ◽  
Total Phosphorus ◽  
Membrane Fouling ◽  
Control Method ◽  
Removal Rate ◽  
Sewage Treatment ◽  
Ammonia Nitrogen ◽  
Treatment Performance ◽  
Biological Denitrification ◽  
Pollutants Removal

MBR technology for sewage treatment has the advantages of high volumetric load, good treatment performance and so on. But the MBR technology also has the shortage of membrane fouling. So this study selected the control method of fixing combination packing added in the MBR reactor, so as to reduce the membrane pollution, at the same time in the reactor to create the environment of coexistence of anaerobic and aerobic for biological denitrification. Through the research of the pollutants removal efficiency and the membrane pollution, it was founded that this method can remove 85-95% of COD and ammonia nitrogen. Effluent COD concentration generally is about 25mg/L, and the minimum of it is less than 10 mg/L. Effluent ammonia nitrogen is generally less than 10 mg/L. The minimum effluent concentration of ammonia nitrogen was less than 1 mg/L. The removal rate of total phosphorus was between 30-45%.

The Temperature Influence on the Sauce Wastewater Treatment

2011 ◽  
Vol 183-185 ◽  
pp. 1114-1117
Author(s):  
Jin Long Zuo ◽  
Zhi Wei Zhao
Keyword(s):  
Wastewater Treatment ◽  
Removal Efficiency ◽  
Nitrogen Removal ◽  
Treatment Effect ◽  
Removal Rate ◽  
Water Environment ◽  
Ammonia Nitrogen ◽  
Temperature Influence ◽  
Aeration Time

Nowadays the sauce wastewater is doing greater harm to the water environment in China. In order to tackle this problem, the temperature influence on the sauce wastewater treatment effect was investigated. The results showed that when the temperature is 22～32°C the ammonia nitrogen removal effect was good and the ammonia nitrogen removal rate could reach more than 90%. The temperature had no obvious influence on nitrate for sauce wastewater. When the temperature is 22～32°C, the effluent orthophosphate concentration could reach about 1mg/L and the removal efficiency could reach about 70% with aeration time 2.5 h. Thus the sauce wastewater removal effect could be influenced by the temperature.

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