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Using On-line Monitoring as an Effective Tool for Wastewater Treatment Process Optimization

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Title: Using On-line Monitoring as an Effective Tool for Wastewater Treatment Process Optimization


1
Using On-line Monitoring as an Effective Tool for
Wastewater Treatment Process Optimization
  • Ontario WEA
  • Wastewater Instrumentation
  • Data Management Seminar
  • Milton, ONMay 30, 2013
  • Wei Zhang, ASA Analytics, Inc.

www.asaAnalytics.com
2
Outline
  • Wastewater Water Treatment Process Optimization
    Issues
  • Applications in Single Unit BNR process
  • Nitrification
  • Phosphorus Removal
  • Case Histories
  • Consideration of on-line process analyzer
    selection

3
Why On-line Now?
  • Regulations toward TN/TP
  • Technology is more mature
  • More sophisticated treatment processes
  • Direct Benefit Energy Saving, Chemical Saving

4
Why Monitor Nutrients?
  • If You Want to Control Process Chemistry,
    Measure Process Chemistry

5
Challenges for Todays BNR/ENR
  • Facing total nitrogen and total phosphorus
    limitation
  • To provide a fast-response, flexible and reliable
    system capable of handling highly variable
    influent nutrient loads
  • Energy Saving and chemical saving
  • To minimize maintenance labor

6
Nitrification
  • A aerobic biological process to convert ammonia
    nitrogen to nitrate nitrogen, reducing
    nitrification and toxicity caused by ammonia.
  • Typical treatment process
  • Single Stage Nitrification
  • Multi-Stage Nitrification
  • Process consumes oxygen and alkalinity (reduce
    pH)

7
Single-stage Nitrification
  • Influent Ammonia lt 30 mg/l
  • On-line monitoring issue pH, alkalinity, NH3,
    NO2, NO3 and DO, etc.

8
Two-stage Nitrification
  • Influent Ammonia 3050 mg/l
  • On-line monitoring issue pH, alkalinity, NH3,
    NO2, NO3 and DO, etc.

9
Process Control Indicators
  • DO
  • 4.6 lbs O2/lb NH3-N removal
  • Maintain 12 mg/l in the aeration basin
  • Alkalinity
  • 7.2 lbs Alkalinity destroyed/lb NH3-N removal
  • Maintain 5080 mg/l Alkalinity in the aeration
    basin
  • SRT (RAS Ratio and Temperature)
  • Nitrogen profile through treatment train
    (increase nitrite as first indication inhibitory
    of Nitrobacter organisms, or incomplete
    nitrification)

10
Nitrogen Transformations
  • Decline in ammonia concentration
  • Increase, then decline in nitrite concentration
  • Increase of nitrate to stable maximum
  • Only AFTER this is any surplus DO produced

11
Ask Question about Nitrification Process
  • How much oxygen is enough?
  • How much alkalinity is enough?

12
Nitrification Energy Saving
  • City of Orlando WWTP (WEFTEC Proceeding 1999)
  • 12 mgd plant with activated sludge process
  • Using ChemScan analyzer generated nitrogen
    profile at each aeration basin
  • Set target setpoint/level of ammonia and nitrate
    in each tank
  • Motorized air valves and air blowers in each tank
    are modulated to maintain the selected nitrogen
    level.
  • When ammonia level is higher than setpoint, air
    valves open to increase nitrification.
    Conversely, nitrate level higher than setpoint,
    air valve reducing air.
  • If adjustment of air valve cant maintain desired
    nitrogen level, further blower adjustment kick-in
  • ChemScan analyzer is the core part of the process
    control

13
Phosphorus Removal
  • TP gt 1.0 mg/L
  • biological phosphorus removal
  • TP lt 1.0 mg/L
  • chemical precipitation, or
  • combination of chemical biological

14
Chemical Phosphorus Removal
  • Aluminum
  • Al2(SO4)3.(14H2O) 2H2PO4- 4HCO3-
  • 2AlPO4 4CO2 3SO42- 18H2O
  • Ferric Iron
  • FeCl3.(6H2O) 2H2PO4- 2HCO3-
  • FePO4 3Cl- 2CO2 8H2O
  • Side Reaction
  • Fe3 OH- ? Fe(OH)3
  • Ferric (or aluminum) hydroxide is formed, loss of
    alkalinity

15
Right Amount of Chemicals
  • US EPA Nutrient Control Design Manual (2009)
  • Alum to P molar ratio
  • 1.38 1 for 75 removal
  • 1.72 1 for 85 removal
  • 2.3 1 for 95 removal
  • Iron to P molar ratio
  • 1 1 is required with a supplemental amount of
    10 mg/l iron added to satisfy the formation of
    hydroxide.

16
Common Practices
  • The following methods are often used for
    determination of right amount chemicals
  • Jar Testing or Bench Testing
  • Historical Trending
  • Third Party Laboratory Analysis
  • Plants Lab Analysis
  • These methods are often labor and time consuming.

17
Right Solution
  • Online Phosphorus Analyzer
  • Real time
  • Continuous monitoring
  • SCADA-linked for automatic dosing control
  • Flexible for feed forward or feed back
    control
  • Key Chemical Saving

18
Chemical Injection Locations
  • Primary Clarification
  • Popular location for reducing P loading
  • Feed forward control loop
  • A precious control is needed to avoid nutrient
    deficiency to biological process
  • Might generate more primary sludge to handle
  • Monitor locations raw influent and primary
    clarifier effluent
  • End of Aeration Basin
  • Another popular location for polishing
  • Chemical usage are more efficient
  • Feed back control loop
  • Monitor location secondary clarifier effluent or
    final effluent
  • Both locations

19
  • S. Arant, Donohue Associates, Inc.

20
Installations Case Histories
  • Kiel, Wisconsin
  • 0.9 mgd Activated sludge process
  • Phosphorus permit limit 1.0 mg/l
  • A cheese factory is the major contribution source
  • Online analyzer data feed back to SCADA for
    ferrous sulfate dosing
  • 20 chemical expense saving

21
Installations Case Histories
  • New London, Wisconsin
  • 2 mgd Activated sludge process plant
  • Phosphorus permit limit 1.0 mg/l
  • Online analyzer data feed back to SCADA for
    ferric chloride dosing control
  • 900 per month chemical expense saving

22
Installations Case Histories
  • Sheboygan, Wisconsin
  • WWTP servicing population of 50,000
  • Current phosphorus limit is 1.0 mg/l
  • Future phosphorus limit will be 0.05 mg/l
  • Ferric chloride spending 160,000 annual with
    current limits
  • First online phosphate analyzer installed in 2010
  • Second online phosphate analyzer just installed
  • data feed back to SCADA for ferric chloride
    dosing control

23
Installations Case Histories
  • Hite Creek, Kentucky
  • Unpredicted phosphorus load from nearby
    industrial source
  • Using Alum solution for phosphorus precipitation
  • Plant is able to set up improved alum feed rate
    for different days of the week to match the
    expected P load based, using 4 months data
    collected from online analyzer
  • Daily alum dosage reduced from 200 gallon/day to
    100 gallon/day

24
Installations Case Histories
  • Waupun, WI
  • Ferric to Primary only total sludge 5,560
    lbs/d, total ferric 190 gal/d
  • S. Arant, Donohue Associates, Inc.

25
Installations Case Histories
  • Waupun, WI
  • Multiple Point total sludge 5,160 lbs/d, total
    ferric 120 gal/d
  • S. Arant, Donohue Associates, Inc.

26
  • S. Arant, Donohue Associates, Inc.

27
  • S. Arant, Donohue Associates, Inc.

28
Using Ortho-phosphate to Control Ferric Feed
29
Advanced BNR/ENR Processes
  • Treatment plant facing discharge limitation on
    both total N or total P
  • Process involve more than one individual BNR
    process

30
BNR Process Schematic
  • Nitrification/Denitrification with chemical
    phosphorus removal. No supplemental carbon
  • Some simultaneous nitrification/denitrification
    (SND)

31
Supplemental Carbon Feed Control
  • Chemical feed can be 2030 of entire operating
    cost
  • Flow pace is still used in many plants
  • Manual control based on grab sample is imprecise
    and time consuming
  • Manual control can lead to unnecessary chemical
    expense and extra BOD discharge
  • Underfeed supplemental carbon incomplete
    denitrification
  • Chemical feed control scheme using nutrient
    parameters are installed in many plants

32
BNR Process Schematic
  • Post denitrification bio-filter
  • Chemical feed control scheme using nutrient
    parameter is well developed

33
BNR Process Schematic
  • Modified Ludzack Ettinger (MLE) with supplemental
    carbon

34
BNR Process Schematic
  • Bardenpho Process with post denitrification
    filter
  • Two on-line nutrient analyzers

35
Denitrification Filter Using On-Line Nutrients
Signal in Control Scheme (1)
36
Denitrification Filter Using On-Line Nutrients
Signal in Control Scheme (2)
37
An On-line Nutrient Monitoring Chart
38
Case Study Bonnybrook WWTP Calgary, Alberta
Orthophosphate 4 Month Average Error 3.0
Ammonia 4 Month Average Error 3.0
39
Case Study Bonnybrook WWTP Calgary, Alberta
Nitrate 4 Month Average Error 1.7
TSS 4 Month Average Error 3.3
40
On-line Analyzer Selection
  • Technologies
  • Ion specific electrode
  • Spectrophotometers
  • Arrangement/configuration
  • Single parameter vs. multiple parameters
  • Single sample location vs. Centralized multiple
    sample lines
  • Look at the hidden cost
  • Proprietary reagents vs. generic reagents
  • some analyzers bundles with service contract

41
Summary
  • If You Want to Control Process Chemistry, Measure
    Process Chemistry
  • Proven technology is available that can provide
    reliable automatic chemical analysis
  • Energy saving and Chemical saving
  • Multi-parameter multi-sample line analyzer system
    provides online nutrient analysis required for
    BNR monitoring and control

42
Contact
  • Wei Zhang
  • ASA Analytics, Inc.
  • Waukesha, Wisconsin
  • (262) 391-8306
  • wei_at_chemscan.com
  • Local Contact
  • Metcon Sales Engineering, Ltd.
  • Concord, ON
  • (905) 738-2355

www.asaAnalytics.com
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