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SR0080225 SSNL
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SR0080225 SSNL
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Entry Properties
Last modified
1/31/2020 4:33:54 PM
Creation date
1/31/2020 2:52:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0080225
PE
2602
STREET_NUMBER
12927
Direction
W
STREET_NAME
WEST RIPON
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
22817008
ENTERED_DATE
2/20/2019 12:00:00 AM
SITE_LOCATION
12927 W WEST RIPON RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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TSok
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EHD - Public
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4/2/2019 Effect of C/N Ratio on the Removal of Nitrogen and Microbial Characteristics in the Water Saturated Denitrifying Section of a Two-Stage C... <br /> Table 1 <br /> Water quality parameters of influent of the first stage. <br /> Water Quality Parameters Mean Concentration(mg/L) <br /> Chemical Oxygen Demand(COD) 268.3 t 20.0 <br /> NH4 _N 50.4 f 3.5 <br /> NO3 -N 2.6 t 0.3 <br /> NO2 -N 0.039 t 0.06 <br /> Total nitrogen(TN) 60.8 f 2.0 <br /> pH 8.2 <br /> 2.3. Batch Experiments <br /> To study the effect of different C/N ratios of the second stage influent,three experimental setups were <br /> constructed as described in Section 2.2 and these were started under the same conditions,to give Test <br /> 1,Test 2 and Test 3 (T1,T2, T3). After operation for 30 days,the removal percentages of COD and <br /> NH4 _N from effluent were all stabilized,reaching levels up to 90%, indicating that biofilms had <br /> formed successfully in the filling medium [8]. From this time point onwards, Tl served as control <br /> treatment not receiving additives; the C/N ratio in the second stage influent of T2 was increased by <br /> adding a carbon source at twice the amount of COD per nitrate-nitrogen(C/N 2:1) and that of T3 was <br /> increased to a C/N ratio of 5:1. Glucose was used for this,as it is cheap,easy to obtain,non-toxic, and <br /> easily biodegraded [20]. Influent and effluent of all three experiments was sampled every two days and <br /> used for analysis.At the end of the experiment, after the removal efficiency of TN in the second stage <br /> effluent of all experimental tests had stabilized, the filling medium(sand)was sampled from the second <br /> stage column for analysis. <br /> 2.4. Analytical Methods <br /> 2.4.1. Water Quality Analytical Methods <br /> The concentration of COD in the water was determined using the potassium dichromate method,the <br /> TN concentration was measured by UV spectrometry and the concentration of NH4+-N was determined <br /> by the Nessler's reagent colorimetric method. Lastly,NO3--N was measured by UV spectrometry, <br /> using standard procedures [21]. <br /> 2.4.2. Microbiological Analysis and EPS Quantization <br /> Bacterial counts of nitrifying and denitrifying bacteria were determined by the most probable number <br /> method(MPN) [22].For this, 10 g of sand was collected from the position 10 cm above the supporting <br /> layer of the water-saturated denitrifying column and this was added to 100 mL sterile water in conical <br /> flasks that were shaken for 30 min. The suspension was then serially diluted by 10-fold steps and this <br /> dilution series was inoculated into culture medium and cultured for 14 days at 28 °C. Finally, the <br /> culture medium was titrated by a chromogenic agent, and the number of bacteria was obtained by <br /> comparing the number of tubes in the chromogenic medium with the MPN value table. <br /> https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6069465/ 6/18 <br />
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