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SR0033424_ENG DESIGNED PLAN
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SR0033424_ENG DESIGNED PLAN
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Last modified
2/17/2021 5:01:01 PM
Creation date
2/17/2021 4:48:15 PM
Metadata
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EHD - Public
ProgramCode
4200 – Liquid Waste Program
FileName_PostFix
ENG DESIGNED PLAN
RECORD_ID
SR0033424
PE
4202
STREET_NUMBER
10948
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WY
City
MANTECA
Zip
95336
ENTERED_DATE
4/9/2003 12:00:00 AM
SITE_LOCATION
10948 S AIRPORT WY
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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ADVANTEX'" O&VIO MANUAL <br /> C <br /> Appendix: The Nitrogen Reduction Process <br /> and Key Indicators <br /> The Process Tankage,surge capacity,application rates,and <br /> Nitrogen removal (or"nitrificationldenitrifica- <br /> loading characteristics are other design considera- <br /> tion') is a biochemical process in which ammo- dons that play a role in the sizing of the filter unit. <br /> nia is converted to nitrate (nitrification) (2NH3 Performance Indicators <br /> converts to 2NO3 +3H20) and then reduced <br /> k <br /> through bacterial action {denitrification} to nitro- To judge the nitrogen-reducing performance <br /> gen gas,which can be released harmlessly to the (°r Potential) of any wastewater treatment <br /> atmosphere. system,be sure to check the following perform- <br /> ance indicators: <br /> During the nitrification process,about 9 parts <br /> oxygen are consumed in converting 2 parts Clear, Odorless Effluent <br /> ammonia to nitrate.Therefore, depending on Simple, "see and sniff" tests can be performed <br /> J the concentration of ammonia,a considerable easily in the field. Effluent from packed bed <br /> amount of air may be needed. Other processes, filters (recirculating textile filters, recirculating <br /> like biological(BOD) reduction,may occur sand filters, intermittent sand filters) that are <br /> 1 simultaneously and further elevate the demand performing well should be clear(with turbidity <br /> for aeration,especially if the organic level is 5520 NTUst)and odorless. <br /> tl <br /> suitably high. <br /> Tests for Ammonia and Nitrate Nitrogen (DIn an abundance of air, all the aerobic or faculta- If your system is oxidizing ammonia to nitrate <br /> { tive microbes compete for their share of oxygen. (nitrifying),lab tests should measure relatively <br /> When the organic concentration is high,the low ammonia levels and relatively high nitrate <br /> J1 microbes that oxidize organic matter,primarily levels in the filtrate. Because nitrification <br /> the heterotrophic bacteria, are aggressive and responds to many and varying conditions within <br /> tend to outcompete other microbes for the avail- the aerobic treatment processes,ammonia and <br /> able free oxygen in solution.The oxidation of nitrate nitrogen levels in the filtrate are the most <br /> ammonia is accomplished by autotrophic bacte- ideal constituents to watch for any changes in <br /> ria,which do not have as aggressive of a growth performance. Start-up times can be plotted, <br /> rate,so if there isn't an abundance of oxygen, optimum recite ratios can be gauged,cleaning <br /> nitrification suffers. Consequently, the nitrifica- frequencies can be predicted,and nonvisible <br /> tion process usually lags until the organic concen- clogging or saturation detected by watching <br /> tration is depleted or until sufficient oxygen is either of these constituents. <br /> present.At a 2.5:i BODITKN ratio, the nitri- <br /> fiers may only make up about 10 percent of the BOD <br /> microbial population.At 0.5:1 BOD/TKN, the The nitrification process requires oxygen, <br /> nitrifers make up about 35 percent of the popu- which is why nitrification is enhanced when <br /> lation. BOD is extremely low. Measures of filtrate <br /> In a filtering process, the filter column must be BOD should be<15 mg/L,although higher <br /> deep enough,or the filter media must be efficient BOD may not necessarily correlate with low <br /> levels of nitrification. <br /> enough at filtering organic particles, to deplete <br /> organic concentrations to a level in which a suffi- Dissolved Oxygen <br /> tient population of nitrifiers will be sustained. Dissolved oxygen also provides critical informa- <br /> The physical (dimensional) features of the filter tion with which to diagnose how well a system <br /> will vary depending on the media's characteristics is performing. Measures of Dissolved Oxygen <br /> —void ratio, moisture holding capacity, and should be in the range of 2.5 to 6 mg/L. If the <br /> effective surface area per unit volume ratio. <br />
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