A New Approach to Biological Phosphorus Removal presented at WEFTEC 2010 by James Barnard, Black & Veatch; D. Houwel...
Description
BUILDING A WORLD OF DIFFERENCE®
TS002: Secondary Phosphorus Removal
A New Approach to Biological Phosphorus Removal J. Barnard, D. Houweling, H. Analla, M. Steichen
WEFTEC 2010
WEFTEC 2010
Overview
Introduction
Overview of unconventional phosphorus removal
Fermentation of RAS for phosphorus removal
Fermentation of mixed liquor for phosphorus removal
Models must simulate all observations
Summary
TS002: Secondary Phosphorus Removal
WEFTEC 2010
Phostrip Process - 1965
TS002: Secondary Phosphorus Removal
WEFTEC 2010
Anaerobic zone formed at inlet end of aeration basin
Inefficient aeration and high oxygen demand responsible
In the late 60’s phosphorus removal was observed in high rate plug-flow plants that did not nitrify. Milbury noted that all such plants showed a release of phosphorus at the feed end TS002: Secondary Phosphorus Removal
WEFTEC 2010
Bardenpho Pilot plant (100 m3/d)
The purpose of the dead zone was to allow relative adjustments to the other zones.
TS002: Secondary Phosphorus Removal
WEFTEC 2010
TS002: Secondary Phosphorus Removal
WEFTEC 2010
Static Fermenter Anoxic PS T anaerobic Optional recycle
VFA
to digesters TS002: Secondary Phosphorus Removal
WEFTEC 2010
Switching off Aerators - Disneyworld 6
Reedy Creek, Florida
Total P, mg/L
5 4
First Few Aerators Turned Off
3 2 1 0 Oct78
Jun80
Fe b82
TS002: Secondary Phosphorus Removal
Fe b84
Oct85
WEFTEC 2010
US Patent 5,603,833 POH process 1995 Several patents
Claim required a retention time of 12 to 72 hours in Stressed Zone but does not refer to sludge settling. Reference to a side-stream process for reduction of nitrates in the RAS.
TS002: Secondary Phosphorus Removal
WEFTEC 2010
Configuration proposed by Stroud et al for achieving both nitrogen and phosphorus removal 4Q Effluent
Influent AX
AER
AX
AER
Bardenpho plant Ferment
AN
AX
RAS Fermentation
TS002: Secondary Phosphorus Removal
WAS
WEFTEC 2010
Conversion from Pho-strip to Phoredox with RAS fermentation Influent Wastewater Effluent Anaerobic
Aerated
Influent Wastewater
Settling Wasted Biomass
0.85 RAS
Effluent
0.15 RAS
Fermenter
Settling
Aerated
Return Biomass Lime
Stripper Return Biomass Lime Sludge
Wasted Biomass
TS002: Secondary Phosphorus Removal
WEFTEC 2010
Configuration used by Vollertsen for BPR
Influent Effluent Anox/Aerobic 93% Anaerobic zone 7%
Return activated sludge
The main reactor consisted of channel systems for SND. 7% of the RAS was passed to a sidestream anaerobic zone with long retention. Note that VFA in the feed was lost for enhancing phosphorus removal
TS002: Secondary Phosphorus Removal
WEFTEC 2010
BPR Operation at St Cloud MN
Under-aeration
TS002: Secondary Phosphorus Removal
WEFTEC 2010
Effluent Quality for the St Cloud MN plant 2009 Effluent Nutrients in mg/L Eff CBOD5
Eff. TP
TKN EFF
NH3 EFF
30.0 25.0 20.0 15.0 10.0 5.0
TS002: Secondary Phosphorus Removal
12/1/2009
11/1/2009
10/1/2009
9/1/2009
8/1/2009
7/1/2009
6/1/2009
5/1/2009
4/1/2009
3/1/2009
2/1/2009
1/1/2009
0.0
WEFTEC 2010
Mixed liquor Fermentation at Pinery Water Influent RAS Anaerobic
OFF
ON
Aerobic
Anaerobic
Anoxic
TS002: Secondary Phosphorus Removal
Phosphorus reduced form 9 mg/L to less than 0.5 mg/L , then with post chemical treatment to less than 0.03 mg/L. Overall molar ratio to Al:P is 0.5
Results from Henderson NV Ortho-P for May 2010 ANA Eft SPS SCC Final Eft
0.5
0.4
0.3
0.2
0.1
0
TS002: Secondary Phosphorus Removal
WEFTEC 2010
Surface appearance of Henderson Plant
During mixing
Some hours after mixer off
TS002: Secondary Phosphorus Removal
WEFTEC 2010
Fermenting Mixed Liquor Mixed Liquor In
Mixed Liquor Out
Mixed Liquor
PAO
VFA
PAO
PAO
VFA Heterotrophes
PAO
PAO
In the mixed liquor fermenter, the PAO survive – the OHO are fermented to produce VFA Barnard presentation Krakow 2007 TS002: Secondary Phosphorus Removal
WEFTEC 2010
MJHB – UMIF Strategy We propose that this be formalized in design to create an upflow mixed liquor fermenter attached to the anaerobic zone
TS002: Secondary Phosphorus Removal
WEFTEC 2010
Application to Henderson plant
TS002: Secondary Phosphorus Removal
WEFTEC 2010
What have we learned?
Phosphorus removal with unconventional processes can give reliable results
Mostly such phosphorus removal happened by manipulation or full-scale experimentation and not by design
There are too many unknowns for a lawyer-free design
Role of nitrates
Role of influent rbCOD
Solids retention time under fermentation
Portion of the mixed liquor that can be fermented
Temperature TS002: Secondary Phosphorus Removal
WEFTEC 2010
What is needed
A better understanding of mechanisms at play
Optimizing the configuration
Consider side stream fermentation of mixed liquor as opposed to RAS
Remove the chance aspect and have more control
Model the performance of these plants in order to design with confidence TS002: Secondary Phosphorus Removal
WEFTEC 2010
Challenge to the Proprietors of Simulation Models
Efforts to model unusual phosphorus removal configurations were at first, not successful
It may be necessary to change the basic structure of models to allow for the survival of the PAO
Attend follow up paper on Wednesday by Dwight Houweling for discussion on model application
TS002: Secondary Phosphorus Removal
WEFTEC 2010
Modeling the pilot plant flow diagram
TS002: Secondary Phosphorus Removal
WEFTEC 2010
Conclusion
Plants with some form of internal fermentation of mixed liquor or RAS can result in reliable biological phosphorus removal – There seems to be consensus that less than 10% of the return sludge should be fermented.
Plants that do not remove phosphorus reliably can be improved by manipulating aeration
Future designs should optimize the configuration to make maximum use of internal fermentation of mixed liquor
Fermentation of mixed liquor as opposed to RAS seem to be superior especially in plants with no primaries
Efforts are under way to establish if UMIF can replace primary sludge fermenters or allow the products to be used for denitrification.
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