Nutrient Removal Wastewater Treatment Systems ACWA Nutrients - - PowerPoint PPT Presentation

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Nutrient Removal Wastewater Treatment Systems ACWA Nutrients - - PowerPoint PPT Presentation

Optimization of Biological Nutrient Removal Wastewater Treatment Systems ACWA Nutrients Permitting Workshop June 5, 2018 Jon van Dommelen, P.E. Ohio EPA Division of Environmental and Financial Assistance Compliance Assistance Unit The Plan


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Optimization of Biological Nutrient Removal Wastewater Treatment Systems

ACWA Nutrients Permitting Workshop June 5, 2018 Jon van Dommelen, P.E. Ohio EPA Division of Environmental and Financial Assistance Compliance Assistance Unit

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The Plan

  • What goes wrong
  • Troubleshooting systems
  • Case studies
  • Questions and Comments
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What goes wrong…

Permit Limits change, and the WWPT doesn’t Land Application of Treated Wastewater Rules Implemented 2014

  • WWTPs encouraged to avoid discharging to Waters of the State
  • Eased limits since they discharged to impoundments
  • WWTPs not designed to meet 10 mg/L TIN in effluent
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What goes wrong…

Effluent limits tighten statewide Tighter TP limits for some dischargers to Ohio River Nitrate limits on the horizon?

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What goes wrong…

Design is important But often design is by the book (and bacteria can’t read) Inattention to influent waste streams will create havoc with BNR Especially influents with weak organic loadings

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What goes wrong…

Disconnect between design and operation Design is important But when design doesn’t include operational flexibility, the hands of the operator are tied (operators don’t get to chose what comes down the pipe)

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Troubleshooting Systems

Process Control is a essential

Check the chemical trails that the biology leaves behind Field test equipment Grab samples, sometimes lots of grab samples Cheap, easy, and effective

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Toubleshooting Systems

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Toubleshooting Systems

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Troubleshooting Systems

If the conditions are right, the bacteria will perform

Ammonia, nitrate, and orthophosphate in the inputs to the tanks Ammonia, nitrate, and orthophosphate in the tanks Measure, don’t guess…

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Troubleshooting Systems

Cedarville WWTP Nutrient Profile 08/24/2004

16 14.7 13 0.01 0.38 2.1 0.9 0.0 0.7 1.4 1.3 7.0 1.3 1.1 0.9 30 10.8 10.8 5 10 15 20 25 30 35 Preair effluent box Pre-anaerobic eff Anaerobic eff Anoxic eff Oxic eff Clarifier eff Location Concentration (mg/L) NH3-N NO3-N PO4

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Case Study: F Firestone Trace WWTP

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Case Study: Firestone Trace WWTP

Clarifiers Oxic Tank EQ Basin Anoxic Tank Oxic Tank Oxic Tank Clarifiers Clarifiers NO3-N Recycle

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Firestone Trace WWTP

We found: Nitrates are high (anoxic and effluent)

  • Turn the Nitrate Recycle Pump down to 15 min ON, 45 min OFF (96 pin timer!)

Influent COD is low Aeration tanks are very aerobic (NH3-N ~ 0) Expand the Anoxic Tank?

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Troubleshooting Systems

Clarifiers An-Oxic Tank EQ Basin Anoxic Tank Oxic Tank Oxic Tank Clarifiers Clarifiers NO3-N Recycle

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0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 200 300 400 500 600 700 800 900

0:00:00 0:00:00 0:00:00 0:00:00 0:00:00 0:00:00 0:00:00 0:00:00 0:00:00 0:00:00 0:00:00 0:00:00 0:00:00 0:00:00 0:00:00 0:00:00 0:00:00 0:00:00 0:00:00 0:00:00 0:00:00 0:00:00 0:00:00 0:00:00 0:00:00 0:00:00 0:00:00 0:00:00 0:00:00 0:00:00 0:00:00

Dosing Tank NO3-Neq (mg/L) EQ CODfeq (mg/L)

Firestone Trace WWTP s::can Data 01/05 - 01/13

EQ CODfeq Dosing Tank NO3-Neq

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Firestone Trace WWTP

Continued to run with two anoxic tanks for through the summer of 2011 Flirted with Noncompliance for TIN all summer Pretty certain that carbon was the limiting factor

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Firestone Trace WWTP

9/12/2011 A 55 gallon drum of Glycerin began to drip into the Anoxic Tank

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2 4 6 8 10 12 14 16 18 20 9/12/2011 10/3/2011 10/24/2011 11/14/2011 12/5/2011 12/26/2011 1/16/2012 2/6/2012 2/27/2012 3/19/2012 4/9/2012 4/30/2012 5/21/2012 6/11/2012 7/2/2012 7/23/2012 8/13/2012 9/3/2012 9/24/2012 10/15/2012 11/5/2012 11/26/2012 12/17/2012 1/7/2013 1/28/2013 2/18/2013 3/11/2013 4/1/2013 4/22/2013 5/13/2013 6/3/2013 6/24/2013 7/15/2013 8/5/2013 8/26/2013 9/16/2013 10/7/2013 10/28/2013 11/18/2013 12/9/2013 12/30/2013 1/20/2014 2/10/2014 3/3/2014 3/24/2014 4/14/2014

Firestone Trace WWTP Effluent Total Inorganic Nitrogen Invidiual Samples (2 per month) 9/12/2011 - 4/30/2014

TIN (mg/L)

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2 4 6 8 10 12 14 Oct-11 Nov-11 Dec-11 Jan-12 Feb-12 Mar-12 Apr-12 May-12 Jun-12 Jul-12 Aug-12 Sep-12 Oct-12 Nov-12 Dec-12 Jan-13 Feb-13 Mar-13 Apr-13 May-13 Jun-13 Jul-13 Aug-13 Sep-13 Oct-13 Nov-13 Dec-13 Jan-14 Feb-14 Mar-14 Apr-14

Firestone Trace WWTP Monthly Total Inorganic Nitrogen 9/2011 - 4/2014

TIN (mg/L)

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Process Control Flow Chart for Denitrification in Anoxic Tank Clarifier Effluent Ammonia and Nitrate Test Ammonia Low Nitrates Low Ammonia Low Nitrates High Ammonia High Nitrates Low System in Compliance Check Anoxic Tank Nitrates Incomplete Nitrification Nitrates High Nitrate Low Increase Soluble Carbon Feed Or Reduce Nitrate Recycle Pump Rate Increase Nitrate Recycle Pump Rate Check and Correct Nitrification Inhibition: Low DO Low Alkalinity Low Temp Low MLSS Low Time

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Firestone Trace WWTP

Optimize Anoxic Zone

Control Nitrate Recycle Control Soluble Carbon Process Control

Anoxic Tank NH3-N and NO3-N Aeration Tank NH3-N and NO3-N

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Case Study: Scioto Reserve WWTP

RAS RAW Aeration Tank EQ

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Scioto Reserve WWTP

0.423 MDG Design Flow Operates at 50 % design flow at 100+% of capacity Land applies treated wastewater to an impoundment for irrigation of golf course In 2012, rules for land application change and implementation of tight limits begins Effluent limits required 10 mg/L TIN by April 2014

Scioto Reserve WWTP original design does not provide for denitrification

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Scioto Reserve WWTP

Initially, tried to ON/OFF blower operation to denitrify in the aeration tanks Occasionally TIN would be within permit, but no consistency, no room for safety December 2013: Drastic measures

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5 10 15 20 25 30 1/2/2013 1/16/2013 1/30/2013 2/13/2013 2/27/2013 3/13/2013 3/27/2013 4/10/2013 4/24/2013 5/8/2013 5/22/2013 6/5/2013 6/19/2013 7/3/2013 7/17/2013 7/31/2013 8/14/2013 8/28/2013 9/11/2013 9/25/2013 10/9/2013 10/23/2013 11/6/2013 11/20/2013 12/4/2013 12/18/2013

TIN (mg/L)

Scioto Reserve WWTP Effluent Total Inorganic Nitrogen 2013

Weekly Sampling

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Troubleshooting Systems

RAS – NO3-N Recycle RAW Aeration Tank EQ Anoxic Tank

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Scioto Reserve WWTP

  • 1) created a mixed Anoxic Zone
  • 2) relied on RAS for nitrate recycle
  • 3) relied on raw wastewater for carbon source
  • 4) Ran blowers ON/OFF during the week
  • 5) Ran full aeration during the weekend
  • TIN < 10 mg/L
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5 10 15 20 25 30 35 40 45 0:03 4:03 8:03 12:03 16:03 20:03 0:03 4:03 8:03 12:03 16:03 20:03 0:03 4:03 8:03 12:03 16:03 20:03 0:03 4:03 8:03 12:03 16:03 20:03 0:03 4:03 8:03 12:03 16:03 20:03 0:03 4:03 8:03 12:03 16:03 20:03 0:03 4:03 8:03 12:04 16:04 20:04 0:04 4:04 8:04 12:04 16:04 20:04 0:04 4:04 8:04 12:04 16:04 20:04 0:04 4:04 8:04 12:04 16:04 20:04 0:04 4:04 8:04 12:04 17:04 21:04 1:04 5:04 9:04 14:14 18:14 22:14 2:14 6:14 10:14 14:14 18:14 22:14 2:14 6:14 10:14 14:14 18:14 22:14 2:14 6:14 10:14 14:14 18:14 22:14 2:14 6:14 10:14 14:14 18:14 22:14 2:14 6:14 10:14 9/20/2014 9/21/2014 9/22/2014 9/23/2014 9/24/2014 9/25/2014 9/26/2014 9/27/2014 9/28/2014 9/29/2014 9/30/2014 10/1/2014 10/2/2014 10/3/2014 10/4/2014 10/5/2014 10/6/2014

Scioto Reserve WWTP VARiON Data Aeration Tank NH3-N and NO3-N 9/20 - 10/06

AT - NH4-N AT - NO3-N

Tank Parameter Date Time Average of Concentration

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5 10 15 20 25 30 35

0:03 4:03 8:03 12:03 16:03 20:03 0:03 4:03 8:03 12:03 16:03 20:03 0:03 4:03 8:03 12:03 16:03 20:03 0:03 4:03 8:03 12:03 16:03 20:03 0:03 4:03 8:03 12:03 16:03 20:03 0:03 4:03 8:03 12:03 16:03 20:03 0:03 4:03 8:03 12:04 16:04 20:04 0:04 4:04 8:04 12:04 16:04 20:04 0:04 4:04 8:04 12:04 16:04 20:04 0:04 4:04 8:04 12:04 16:04 20:04 0:04 4:04 8:04 12:04 16:04 20:04 0:04 4:04 8:04 12:04 16:04 20:04 0:04 4:04 8:04 12:04 16:04 20:04 0:04 4:04 8:04 12:04 16:04 20:04 0:04 4:04 8:04 12:04 16:04 20:04 0:04 4:04 8:04 12:04 16:04 20:04 0:04 4:04 8:04 9/20/2014 9/21/2014 9/22/2014 9/23/2014 9/24/2014 9/25/2014 9/26/2014 9/27/2014 9/28/2014 9/29/2014 9/30/2014 10/1/2014 10/2/2014 10/3/2014 10/4/2014 10/5/2014 10/6/2014

Scioto Reserve WWTP VARiON Data Anoxic Tank NH3-N and NO3-N 9/20 - 10/06

AX - NH4-N AX - NO3-N

Tank Parameter Date Time Average of Concentration

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5 10 15 20 25 30 35 40 45 50 50 100 150 200 250 300

0:06 2:36 5:06 7:36 10:06 12:36 15:06 17:36 20:06 22:36 1:06 3:36 6:06 8:36 11:06 13:36 16:06 18:36 21:06 23:36 2:06 4:36 7:06 9:36 12:06 14:36 17:06 19:36 22:06 0:36 3:06 5:36 8:06 10:36 13:06 15:36 18:06 20:36 23:06 1:36 4:06 6:36 9:06 11:36 14:06 16:36 19:06 21:36 0:06 2:36 5:06 7:36 10:06 12:36 15:06 17:36 20:06 22:36 1:06 3:36 6:06 8:36 11:06 13:36 16:06 18:36 21:06 23:36 2:06 4:36 7:06 9:36 12:06 14:36 17:06 19:36 22:06 0:36 3:06 5:36 8:06 10:36 13:06 15:36 18:06 20:36 23:06 1:36 4:06 6:36 9:06 11:36 14:06 16:36 19:06 21:36 0:06 2:36 5:06 7:36 9/26/2014 9/27/2014 9/28/2014 9/29/2014 9/30/2014 10/1/2014 10/2/2014 10/3/2014 10/4/2014 10/5/2014 10/6/2014

NH3-N (mg/L) NO3-N (mg/L)

Scioto Reserve WWTP VARiON Data EQ Tank NH3-N and NO3-N 9/20 - 10/06

EQ - NO3-N EQ - NH4-N

Tank Parameter Date Time Average of Concentration

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Troubleshooting Systems: B Bradford WWTP

New WWTP came online November 2013 Constructed a Carrousel Type BNR System Designed for 0.480 MGD 2017 average flow: ~0.550 MGD (big clarifiers!)

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Troubleshooting Systems: B Bradford WWTP

BNR (Carrousel type)

RAS (NO3-N) RAW (Carbon) ANA ANA ANX OXIC NO3-N Recycle

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1 2 3 4 5 6 7 1/23/2014 2/20/2014 3/20/2014 4/16/2014 5/28/2014 6/16/2014 7/30/2014 8/20/2014 9/18/2014 10/29/2014 11/24/2014 12/16/2014 1/19/2015 2/17/2015 3/18/2015 4/15/2015 5/27/2015 6/23/2015 7/29/2015 8/26/2015 9/30/2015 10/21/2015 11/18/2015 12/16/2015 1/27/2016 2/24/2016 3/23/2016 4/20/2016 5/18/2016 6/15/2016 7/20/2016 8/17/2016 9/21/2016 10/19/2016 11/16/2016 12/15/2016 1/18/2017 2/15/2017 3/15/2017 4/19/2017 5/17/2017 6/15/2017 7/20/2017 8/17/2017 9/20/2017 10/18/2017 11/15/2017 12/20/2017 1/17/2018 2/27/2018 3/21/2018 4/25/2018

Total Phosphorus (mg/L) Axis Title

Bradford Wastewater Treatment Plant Effluent Total Phosphorus 1/1/2014 to 4/25/2018

Monthly

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Nitrate Analysis

Nitrate (mg/L) RAS Anaerobic Anoxic Digester 3/15/2018 14.3 11.9 14.6 3/19/2018 8.7 12.5 11.9 3/20/2018 11.6 7.9 11.8 55.9 3/21/2018 11.5 7.5 12.0 3/22/2018 8.6 8.2 11.1 131.5

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Case Study: Bradford WWTP

Too much Nitrate everywhere Solution: 1) Close the nitrate recycle gate 2) Run vertical rotor at 30 hertz 3) Turn Anaerobic Zone Mixer OFF for 3 hours, ON for 15 minutes 4) Turn Anoxic Zone Mixer OFF for 3 hours, ON for 15 minutes 5) Profile Ammonia, Nitrate, and Orthophosphate in each zone

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5.1 1.3 2.9 2.8 2.1 1.4 1 0.8 0.9 1.4 0.9 0.9 1.5 7.3 4.5 1.4 1.6 1.5 2.2 1.1 2.1 0.9 1.2 1.1 1.8 1 2 1 2 3 4 5 6 7 8 4/11/2018 4/12/2018 4/18/2018 4/19/2018 4/23/2018 4/25/2018 4/30/2018 5/2/2018 5/7/2018 5/9/2018 5/14/2018 5/15/2018 5/16/2018 5/23/2018

Concentration (mg/L) Date

Bradford WWTP Nutrient Profile Nitrate Grab Sampling 4/11/2018 - 5/23/2018

Anaerobic - NO3-N Anoxic - NO3-N

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8.4 7.6 2.2 4.8 4.2 4.7 4.7 3.5 2.2 1.1 2.2 2.8 1 2 0.64 0.72 0.43 0.36 0.11 0.27 1.26 0.13 0.51 0.17 0.37 1.16 0.2 0.18 1 2 3 4 5 6 7 8 9 4/11/2018 4/12/2018 4/18/2018 4/19/2018 4/23/2018 4/25/2018 4/30/2018 5/2/2018 5/7/2018 5/9/2018 5/14/2018 5/15/2018 5/16/2018 5/23/2018

Concentration (mg/L) Date

Bradford WWTP Nutrient Profile Grab Sampling 4/11/2018 - 5/23/2018

Final Effluent - NO3-N Final Effluent - PO4-P

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Case Study: Bradford WWTP

First April sample was high (1.25 mg/L), but the rest of the samples brought the monthly down to 0.66 mg/L Alum feed was shut down 5/2 May 2018 another consecutive month of compliance for TP In addition, the village was spending $1200/month for alum previously. Electricity demand should also be reduced due to mixer turndown

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Case Study: Bradford WWTP

Keys to BPR: Process Control! 1) Monitor the nutrients in the Inputs to each zone 2) Monitor the nutrients in Internal Recycles (Digester Supernatant) 3) If the Chemistry is correct in the zones, the bacterial response will be compliant. 4) Know the chemical environment in each zone of the WWTP.

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Questions? Questions?

jon.vandommelen@epa.ohio.gov 614-580-5069