CTC 450 Review WW Systems Operations.

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Presentation transcript:

CTC 450 Review WW Systems Operations

Last Homework Will replace your lowest homework grade http://www3.epa.gov/climatechange/ghgemissions/usinventoryreport.html http://www.ipcc.ch/ How significant are wastewater treatment plants in contributing to greenhouse gasses? Due next Monday

Objectives Understand the basics with respect to advanced WW treatment

Two systems Advanced (tertiary and ww reclamation) Remove phosphorous Convert ammonia to nitrate (nitrification) Convert nitrate to nitrogen (denitrification) Inactivate pathogens Remove heavy metals Remove organic chemicals Remove inorganic salts Eliminate all pathogens

Limitations-Biological Treatment Doesn’t remove phosphorous or ammonia Incomplete disinfection Doesn’t remove all toxins Doesn’t remove non-biodegradable soluble chemicals

Excess Phosphorous “Fertilizes” receiving waters Causes algal blooms Depletes DO Reduces water transparency Releases foul odors Can lose “finer” fish species

Excess Nitrogen Ammonia can be toxic to fish/aquatic animals Can increase eutrophication (but usually phosphorous is limiting)

Pathogens Conventional biological treatment Up to 99.9% removal With disinfection up to 99.99% Protozoal cysts and helminth eggs are resistant

SS Removal-Advanced Granular-Media filters (similar to water treatment) Cloth Media filters Membrane filters

Pathogen Removal-Advanced Remove solids first via filtration (pathogens can be protected in the solids) Chlorination (similar to water treatment)

Toxic Substance Removal Toxic-Hazardous to aquatic life or human health Priority toxic water pollutants-over 100 Evaluating toxicity Test influent/effluent for specific substances Biomonitor-fathead minnows, water fleas

Phosphorous Removal Soluble or organic (organically bound) Conventional treatment removes 20-40% of phosphorus Example 13-1 Advanced treatments Chemical-biological Reverse osmosis

Example 13-1 (Where is the PO43-) Given the following, trace the inorganic, organic and total phosphorus through a conventional activated-sludge treatment plan. Assume: Primary clarifier removal of 35% BOD Primary clarifier removal of 50% solids w/ 0.9% phosphorous Activated sludge F/M ratio of 0.40 & 2% phosphorus in the sludge Filtrate recycles 5% of the influent phosphorus

Example 13-1 Parameter Raw After Primary After Secondary SS 240 120 30 BOD 200 130 Inorganic N 22 24 Organic N 13 8 2 Total N 35 26 Inorganic P 4 3 Organic P Total P 7 6 5

Example 13-1 (Refer to Figure 13-11) Plant Influent / Primary Influent Total P is 7 mg/l into the plant (100%) Primary influent is not the same as plant influent because of recycle of dewatered sludge filtrate Recycled P=5% so influent P=105% Total P is 7.35 mg/l into the primary

Example 13-1 (Refer to Figure 13-11) Primary Effluent (2 routes) Sludge (15%) 0.9%*120 mg/l = 1.1 mg/l 1.1/7 = 15% Effluent (90%); 7.35-1.1=6.25 mg/l total Pi=4.35 (see table; no change in inorganic P) Po=1.90 (6.25-4.35) 6.25/7 = 90%

Example 13-1 (Refer to Figure 13-11) Secondary Effluent (2 routes) Sludge (20%) From Fig 11-45 (pg 415) k=0.5 Biological sludge solids=0.5*130 mg/l=65mg/l 2% of 65 mg/l = 1.3 mg/l 1.3/7 = 20% Effluent (70%); 7.35-1.1=6.25 mg/l total Pi=3.05 (see table; inorganic P is removed) (6.25-1.3-1.9) Po=1.90 (see table; organic P is not removed) 4.95/7 = 70%

Example 13-1 (Refer to Figure 13-11) 70% of P remains in the treated WW 30% of P removed in sludge solids

Chemical-Biological Chemicals used Chemical-Biological Alum Iron Salts Chemicals added in primary clarifiers Chemicals added before secondary Chemicals added before final clarifier

Example 13-2 (Refer to Figure 13-12) Add alum to remove P Alum applied to primary tank 18% of P remains in the treated WW 82% of P removed in sludge solids

Nitrogen-Atmospheric Atmospheric Nitrogen to Organic Molecules Nitrogen-fixing bacteria (rhizobia) Live in root nodules of plants (symbiotic relationship) Legumes (beans, clover, peas, peanuts,…) Plants get nitrogen in a usable form Animals get nitrogen from eating plants Animals excrete nitrogen as a waste product, usually in the form of ammonia

Nitrogen Organic Ammonia Nitrite Nitrate Nitrogen gas Excreted or Decomposed to ammonia Ammonia Nitrosomonas oxidize ammonia to nitrite Nitrite Nitrobacter oxidize nitrite to nitrate Nitrate Under anaerobic conditions via facultative heterotrophs, nitrates are converted to nitrogen gas (which escapes into the atmosphere) Nitrogen gas

New Type of Microbe Ammonia to nitrogen directly NH4+ + NO2− → N2 + 2H2O Anammox (anaerobic ammonium oxidation) Advantage: No oxygen needed Strangeness: anammox bugs also produce hydrazine (rocket fuel) Bugs store the hydrazine in a dense membrane structure of fused carbon rings Ref: The Invisible Kingdom, Idan Ben-Barak

Nitrogen in WW 40% ammonia; 60% is bound in organic matter Usually not enough oxygen is available to convert to nitrites or nitrates

Nitrogen Removal-Conventional Primary sedimentation (15% removal) Biological treatment (another 10%) Remainder is mainly in the form of ammonia unless oxidation occurs (activated sludge at low BOD loading)

Nitrogen Removal-Advanced After biological treatment: Aeration Final settling Alkalinity is reduced when nitrification takes place; lime or soda ash is added to maintain alkalinity

Nitrate removal Nitrate can pollute groundwater Denitrification converts nitrates to nitrogen gas Process is anaerobic or anoxic Process requires an organic carbon source (methanol or raw ww) Via recycle, denitrification can be placed ahead of nitrification

EBPR-Enhanced Biological Phosphorous Removal Anoxic zone (0.5 to 3 hours detention time) followed by aerobic zone (6-24 hrs) Helps remove both N and P