finding the right balance - freese and nichols, inc. operation.pdf · influent anoxic aerobic...
TRANSCRIPT
Nick Landes, Ph.D., P.E.
Finding the right balance:
April 13, 2017
Influent Anoxic AerobicClarifier
Effluent
Solids
RAS
WAS
Secondary clarification enables activated sludge treatment
This Works
This Doesn’t Work
✓
Some Clarification
(1) Separationof Water from Bacteria
(2) Thickening& Return of Bacteria
(3) Storage of Bacteria (only as a last resort)
EFFLUENT
BACTERIA
Factors Impacting Clarifier Performance
• Clarifier Surface Area
• Clarifier Hydraulics
• Flow (Influent, RAS, WAS)
• Mixed Liquor
• Sludge Settling
• Influent quality
• Selector zones
• Operating DO
Not practical to change
Practical to change , not simple
Practical to change on a day
to day basis
Influent Anoxic AerobicClarifier
Effluent
Solids
RAS
WAS
Operating a clarifier has nothing to do with the physical clarifier
Quality Control Performance
State Point Analysis can help understand operational adjustments
• Clarifier Surface Area
• Clarifier Hydraulics
• Flow (Influent, RAS, WAS)
• Mixed Liquor
• Sludge Settling
• Influent quality
• Selector zones
• Operating DO
0
5
10
15
20
25
30
35
40
45
50
0 5 10 15 20
Solid
s Fl
ux,
lbs
/ sf
-d
MLSS, g/L
State Point Analysis (SPA)
0
5
10
15
20
25
30
35
40
45
50
0 2 4 6 8 10 12 14 16
Solid
s Fl
ux,
lbs
/ sf
-d
MLSS, g/L
Snapshot of your clarifier’s performance
Overflow Line (Inf. Flow)
Solids Flux
(Settleability)
Underflow Line (Inf. Flow,
Recycle Rate, MLSS)
State Point
MLSS Conc. RAS Conc.
Solids Loading
0
5
10
15
20
25
30
35
40
45
50
0 2 4 6 8 10 12 14 16
Solid
s Fl
ux,
lbs
/ sf
-d
MLSS, g/L
Stay Under the Solid’s Flux Umbrella
Overflow Line (Inf. Flow)
Solids Flux
(Settleability)
Underflow Line (Inf. Flow,
Recycle Rate, MLSS)
State Point
Good performance indicated when:
1. State Point is below Solids Flux
2. Underflow Line is below descending
limb of Solids Flux
Problem 1: Wet Weather Flows
Adjustment 1
•Decrease MLSS to clarifier
•Operate step-feed or
contact stabilization0
10
20
30
40
50
0 5,000 10,000 15,000
Solid
s Fl
ux,
lbs
/ sf
-d
MLSS, mg/LAdjustment 2
•Bring offline clarifiers
online
0
10
20
30
40
50
0 5,000 10,000 15,000
Solid
s Fl
ux,
lbs
/ sf
-d
MLSS, mg/L
0
10
20
30
40
50
0 5,000 10,000 15,000
Solid
s Fl
ux,
lbs
/ sf
-d
MLSS, mg/L
Problem 2: Rising Sludge
Adjustment
•Increase RAS Rate
0
5
10
15
20
25
30
35
40
45
50
0 5,000 10,000 15,000
Solid
s Fl
ux,
lbs
/ sf
-d
MLSS, mg/L
Problem 3: Filamentous Sludge
Adjustment
• Dose Chlorine in RAS
• 2 to 8 lbs Cl2 / d /
1000lb MLSS
SPA Spreadsheet
Developed in Excel
Usable on any device that supports MS Excel
Downloadable Through Dropbox
Procedure for Using Spreadsheet
(0) Physical data
(1) Model Input
(2) Metrics Output
(3/4) SPA Graph and Guidance
(5) Guidance for Impact of SRT change
Measurements
Evaluate Impact of Adjustments
Walk Through
Steps 0 through 2Scan QR Code or Click on
Link for Spreadsheet
Walk Through
Step 3Scan QR Code or Click on
Link for Spreadsheet
Walk Through
Step 4Scan QR Code or Click on
Link for Spreadsheet
Walk Through
Make AdjustmentsScan QR Code or Click on
Link for Spreadsheet
Walk Through
Step 4 Compares
Before/After
Scan QR Code or Click on
Link for Spreadsheet
QUESTIONS?Nick Landes, Ph.D., P.E. │ [email protected] │ (817) 735-7571
Influent Aerobic Effluent
WAS
RAS Pump
WAS Pump
Scan QR Code or Click
on Link for Spreadsheet