Anoxic Selector Single Stage Nitrification Process Waste Water Plant Theory and Practise

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Anoxic selector, single stage nitrification process TCEQ Annual Water Quality Training Conference October 18, 2006 Daniel Christodoss PhD, PE and Mike Jupe City of Waco Water Utility Services

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Texas Commission on Environmental Quality (TCEQ) Annual Water Quality Training Conference. Practical application of Nitrification and Denitrification at a new or existing wastewater treatment plant (WWTP). Principles and Theory.

Transcript of Anoxic Selector Single Stage Nitrification Process Waste Water Plant Theory and Practise

Page 1: Anoxic Selector Single Stage Nitrification Process Waste Water Plant Theory and Practise

Anoxic selector, single stage nitrification process

TCEQ Annual Water Quality Training Conference

October 18, 2006

Daniel Christodoss PhD, PE and Mike Jupe

City of WacoWater Utility Services

Page 2: Anoxic Selector Single Stage Nitrification Process Waste Water Plant Theory and Practise

Presentation Review of TheoryReview of Theory

NitrificationNitrification DenitrificationDenitrification

Characteristics of bioreactorsCharacteristics of bioreactors Aerated or Aerated or OxicOxic UnUn--aerated or Anoxicaerated or Anoxic

Nitrification OptimizationNitrification Optimization Denitrification OptimizationDenitrification Optimization

PRACTICAL APPLICATIONS PRACTICAL APPLICATIONS @ WMARSS@ WMARSS

Page 3: Anoxic Selector Single Stage Nitrification Process Waste Water Plant Theory and Practise

Nitrification Oxidation of ammonia to nitrite in Oxidation of ammonia to nitrite in oxicoxic conditions by conditions by

nitrosamonasnitrosamonas group (Optimum pH 8.0):group (Optimum pH 8.0): 2NH2NH33

++ + 3O+ 3O22 2H2H++ + 2H+ 2H22O + 2NOO + 2NO22--

Oxidation of nitrite by Oxidation of nitrite by nitrobactornitrobactor group:group: 2NO2NO22

-- + O+ O2 2 2NO2NO33-- (nitrates)(nitrates)

Oxygen Oxygen mechanicallymechanically provided by blowersprovided by blowers

Oxygen Consumption: 4.6 lbs of oxygen per lb of ammonia oxidizedOxygen Consumption: 4.6 lbs of oxygen per lb of ammonia oxidized to to nitrates (nitrates (energy intensive!energy intensive!))

Recover Nitrification Recover Nitrification CostCost: : DeDe--nitrificationnitrification

Nitrobes Nitrobes that Nitrify are facultative (that Nitrify are facultative (oxicoxic or anoxic). In anoxic they can or anoxic). In anoxic they can use NOuse NO33 in lieu of direct Oin lieu of direct O2 2 for cellular respiration and denitrifyfor cellular respiration and denitrify

Page 4: Anoxic Selector Single Stage Nitrification Process Waste Water Plant Theory and Practise

Aerated (Oxic) Bioreactor

RAS (microorganisms)

WAS

O2 + Pollutants + MicroorganismsPrimaryEffluent

Page 5: Anoxic Selector Single Stage Nitrification Process Waste Water Plant Theory and Practise

DenitrificationUsing biomass in wastewater as carbon source for Using biomass in wastewater as carbon source for

bacteria:bacteria:

CC55HH77NONO22 ++ 4.6 NO4.6 NO33-- 2.8 N2.8 N22 ++ 5 CO5 CO22

(biomass) (nitrates)(biomass) (nitrates) ++ 1.2 H1.2 H22O O ++ 4.6 OH4.6 OH--

Because within the anoxic reactor no dissolved oxygen is Because within the anoxic reactor no dissolved oxygen is supplied bacteria strip the oxygen molecule from the nitrates ansupplied bacteria strip the oxygen molecule from the nitrates and d consume the BOD present. consume the BOD present.

ADVANTAGES OF DENITRIFICATIONADVANTAGES OF DENITRIFICATION

Nitrate is reduced to nitrogen: Nitrate is reduced to nitrogen: NONO3 3 NN22 BOD is consumedBOD is consumed

Alkalinity is replenished saving the buffer for subsequent pH Alkalinity is replenished saving the buffer for subsequent pH sensitive biological reactionssensitive biological reactions

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Un-aerated Bioreactor (Anoxic Zone)

RAS

WAS

PrimaryEffluent

NitrateRecycle

Anoxic Aerobic

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Nitrification OptimizationSummary

Test nitrification rate occasionallyTest nitrification rate occasionally

Select appropriate SRTSelect appropriate SRT

Keep DO at min 2 mg/l @ peak conditionsKeep DO at min 2 mg/l @ peak conditions

Keep pH about neutral (optimal 7.5 to 8.5)Keep pH about neutral (optimal 7.5 to 8.5)

Provide sufficient alkalinityProvide sufficient alkalinity

Replenish a portion of the alkalinity consumed during Replenish a portion of the alkalinity consumed during the nitrification process by the nitrification process by denitrificationdenitrification

Page 8: Anoxic Selector Single Stage Nitrification Process Waste Water Plant Theory and Practise

Denitrification Optimization Summary

Minimize DO in anoxic zone (< 0.2 mg/l)Minimize DO in anoxic zone (< 0.2 mg/l)

Maximize recycle capabilitiesMaximize recycle capabilities

Provide sufficient carbon source Provide sufficient carbon source

Page 9: Anoxic Selector Single Stage Nitrification Process Waste Water Plant Theory and Practise

Ludzak - Ettinger Process

Page 10: Anoxic Selector Single Stage Nitrification Process Waste Water Plant Theory and Practise

WMARSS Aerial

4 Digestors

4 final clarifiers5 aerationtanks

4 primary tanks

PelletizationFacility

TFDAF

cogen

Chlorination& Dechlor

SludgeLagoons

Brazos River

Filters

Admin

InfluentEffluent