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TRANSCRIPT
FISHBECK, THOMPSON, CARR, & HUBER INC.
Importance of Flow Monitoring February 17, 2015
Lori Lloyd, PE, LEED AP BD+C
Agenda
• Definitions
• Why Flow Monitor?
• Flow Monitoring Applications
• Site Selection
• Lessons Learned
Dry Weather Flow
• DWF – Typical daily flow from the system
0
20
40
60
80
100
120
140
12:00 AM 6:00 AM 12:00 PM 6:00 PM 12:00 AM
Flo
w (
gp
m)
City of Niles Meter 3 18-inch DWF
Weekday DWF Weekend DWF
Dry Weather Infiltration
• DWI – groundwater entering the sanitary sewer system through indirect paths like at pipe joints and lateral connections
Wet Weather Flow
• WWF – sewer flows in addition to DWF that occur during a precipitation event
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1.0
1.1
1.2
1.3
1.4
1.5
1.6
1.7
1.8
1.9
2.0 0
50
100
150
200
250
300
350
400
450
500
550
600
650
700
750
800
7/27/12 7/28/12 7/29/12
Rain
fall (
inch
es)
Flo
w (
gp
m)
City of Ecorse Meter 10 - 7/27 Event
Wet Weather Flow Dry Weather Flow Rainfall
Rainfall Derived Inflow/Infiltration
• RDII – stormwater entering the sanitary sewer system through direct and indirect connections like catch basins, down spouts, and pipe joints
Reasons to Flow Monitor
• Measure discharge for billing purposes
• Establish dry weather flow patterns
• Quantify and isolate wet weather flow
Why Flow Monitor?
Credit: Alan Cressler
Why Flow Monitor?
• Sewage overflows
• Basements back ups
• Capacity assurance/ MDEQ compliance
• Transport and treatment costs
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
5/2
5/9
5/1
6
5/2
3
5/3
0
6/6
6/1
3
6/2
0
6/2
7
Rai
nfa
ll (I
n)
Flo
w (
Gal
lon
s p
er
day
)
2011 Lift Station Daily Flow
Main Flow Central Flow Total Flow Rainfall
Who Needs to Flow Monitor?
• I/I problem?
MORs/WWTP data and lift station data
0
1,000,000
2,000,000
3,000,000
4,000,000
5,000,000
6,000,000
Feb Mar Apr May Jun Jul Aug Sep Oct Nov
Ave
rage
Mo
nth
ly F
low
(gp
d)
Meridian Township Monthly Flow
2009 2010 2011 2012
0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.50
4.00
4.50
5.00 0
20
40
60
80
100
7/1/11 12:00 AM 7/29/11 12:00 AM 8/26/11 12:00 AM 9/23/11 12:00 AM 10/21/11 12:00 AM 11/18/11 12:00 AM 12/16/11 12:00 AM
Rai
nfa
ll (I
nch
es)
Flo
w (
MG
D)
City of Flint WWTP Flows
WWTP Raw Data Rainfall
One Step in the Process
• I/I study
Flow monitoring
Modeling
Sewer System evaluation study (SSES)
Flow Monitoring Applications
• Flow monitoring – a decision-making tool
Collect data used to model collection system
Establish DWF patterns
Identifying areas with high WWF
0
50
100
150
12:00 AM 6:00 AM 12:00 PM 6:00 PM 12:00 AM
Flo
w (g
pm
)
Meter 7 12-inch DWF
Weekday DWF Weekend DWF
Dry Weather Flow Patterns – Diurnal Curve
• Establish diurnal or seasonal flow patterns
Dry Weather Flow Patterns – Casino
0
50
100
150
200
250
300
350
400
0 5 10 15 20
Flo
w (
gp
m)
Saginaw Chippewa Indian Tribe Meter 2 15-inch DWF
Weekday Weekend
Dry Weather Flow Patterns – Industrial
0
500
1000
1500
2000
2500
12:00 AM 6:00 AM 12:00 PM 6:00 PM 12:00 AM
Flo
w (
gp
m)
City of Flint Meter 9 48-inch DWF
Weekday Weekend
DWF Patterns – Seasonal Variations
0.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0 0
500
1,000
1,500
2,000
2,500
3,000
3,500
4,000
8/13/12 8/14/12 8/15/12 8/16/12
Rain
fall (
inch
es)
Flo
w (
gp
m)
City of Lincoln Park Meter 2 - 8/14 Event
Wet Weather Flow Dry Weather Flow Rainfall
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1.0 0
20
40
60
80
100
120
140
5/9/14 5/10/14
Rain
fall (
inch
es)
Flo
w (
gp
m) Village of Baldwin Meter 3 - 5/9 Event
Wet Weather Flow Dry Weather Flow Rainfall
Wet Weather Flow Patterns
Site Selection
• Flow monitoring process
• Installation
• Things to consider
• Ideal site
Types of Flow Monitors
• Area Velocity Measurements
Q = A x V
d
V
Marsh-McBirney Flo Dar Sigma 910
ISCO 2150
ISCO LaserFlow
Flow Monitoring Process
• Monitoring program development Site selection and installation
Data collection and handling
Data analysis
Installation
• Confined space certified personnel needed for installation
• Proper installation provides for accurate measurements and can prevent malfunctions and data loss
Air Monitoring
Site Selection Considerations
• Program objectives
• Physical criteria
• Accessibility
• Security
• Budget
Ideal Site
FM
Ideal
MH
0
0.5
1
1.5
2
2.5
3 0
2,000
4,000
6,000
8,000
10,000
12,000
7/1/12 7/6/12 7/11/12 7/16/12 7/21/12 7/26/12 7/31/12
Rain
fall (
inch
es)
Flo
w (
gp
m)
Meter 6 - Flow Chart
Raw Data Rainfall
Ideal Site
Less Ideal Site
FM
Less Ideal
MH
0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.50
4.00
4.50
5.00 0
50
100
150
200
250
300
350
400
7/5/14 7/6/14 7/7/14 7/8/14 7/9/14 7/10/14 7/11/14 7/12/14 7/13/14 7/14/14 7/15/14
Rain
fall (
inch
es)
Flo
w (
gp
m)
CSO #003 (24-inch) - Flow Chart
Raw Data Rainfall
Less Ideal Site
Site Selection
• Where to install flow monitors?
Monitor all areas contributing to the WWTP or pump station
Monitor areas of suspected high I/I
Ideal Site
• Straight through manhole
• No other incoming sewers or laterals
• Adequate depth and velocity
• Not within the influence of a lift station
• No surcharging
• Easily accessible
• Free of excess grease
or debris
Site Selection Lessons Learned
Site Selection Lessons Learned
• Site hydraulics
• Lift station
• Site access
• Grease/debris
Multiple Incoming pipes
Sensor
0
0.5
1
1.5
2
2.5
3 -200
0
200
400
600
800
1,000
1,200
1,400
1,600
7/8/12 7/10/12 7/12/12 7/14/12 7/16/12 7/18/12 7/20/12
Rain
fall (
inch
es)
Flo
w (
gp
m)
Meter 8 - Flow Chart
Raw Data Rainfall
Ideal Site?
Low Depth
Sensor
0.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
1.60
1.80
2.00 0
50
100
150
200
250
300
350
400
450
500
4/11/14 4/12/14 4/13/14 4/14/14 4/15/14 4/16/14 4/17/14 4/18/14 4/19/14 4/20/14 4/21/14
Rain
fall (
inch
es)
Flo
w (
gp
m)
Meter 4 - Flow Chart
Raw Data Rainfall
Low Velocity
Sensor
0.00
0.50
1.00
1.50
2.00
2.50
3.00 0
500
1,000
1,500
2,000
2,500
5/6/14 5/11/14 5/16/14 5/21/14 5/26/14 5/31/14 6/5/14 6/10/14 6/15/14 6/20/14
Rain
fall (
inch
es)
Flo
w (
gp
m)
Meter 1 – WWTP
Raw Data 2 Rainfall
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1 0
50
100
150
200
250
300
350
400
7/20/12 7/21/12 7/22/12 7/23/12 7/24/12 7/25/12 7/26/12 7/27/12 7/28/12 7/29/12 7/30/12
Rain
fall (
inch
es)
Flo
w (
gp
m) Meter 11 - Flow Chart
Raw Data Rainfall
Lift Station Influence
Lift Station Influence
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1.0 0
500
1,000
1,500
2,000
2,500
3,000
3,500
4,000
4,500
5,000
4/14/12 4/15/12 4/16/12 4/17/12 4/18/12 4/19/12 4/20/12 4/21/12
Rain
fall (
inch
es)
Flo
w (
gp
m)
Meter 4 - 4/15 Event
Wet Weather Flow Rainfall
Accessibility
Accessibility
Accessibility
Accessibility
Accessibility
Accessibility
Accessibility
Accessibility
Accessibility/Security
Silt Covering Sensor
0.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
1.60
1.80
2.00 0
500
1,000
1,500
2,000
2,500
12/7/12 12/12/12 12/17/12 12/22/12 12/27/12 1/1/13 1/6/13
Rain
fall (
inch
es)
Flo
w (
gp
m)
Meter 11 - Flow Chart
Raw Data Rainfall
Silt and Seasonal Variation
Grease on Sensor
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1 0
100
200
300
400
500
600
2/1/12 2/3/12 2/5/12 2/7/12 2/9/12 2/11/12 2/13/12 2/15/12 2/17/12
Rain
fall (
inc
he
s)
Flo
w (
gp
m)
Meter 7 - Flow Chart
Ideal Site?
Credit: Bill Lackey
Conclusions
• Know the objectives of your flow monitoring program
• Allow enough budget and time to collect necessary data
• Work closely with field staff when picking sites
• Flow vary greatly between systems and seasons
• Careful site selection can save time and money
FISHBECK, THOMPSON, CARR, & HUBER INC.
Thank You Questions?
Lori Lloyd
616-464-3941