1 Briefing for IMA Participants on Results of Flow Studies October 31, 2006 District of Columbia Water and Sewer Authority
Jan 14, 2016
1
Briefing for IMA Participants on Results of Flow Studies
October 31, 2006
District of ColumbiaWater and Sewer Authority
2
Bases for Analyses
3-yr runs (average 1988, 1989 1990)
Average flow = COG Round 6.3
Base flows vary with amount of rain in year
Suburban wet weather relationships = new regression
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3. Identify what Suburbs would need to do if not connected to DC CSO system
1. Compare CSO with and without suburbs
Three Evaluation Methods
2. Annual Volumes Handled
Suburban Flows Routed Around D.C. (C3-5)
Storage
Service Area
DC
Suburban WWTP: 2.0/1.38 x DWF
With Suburbs (C3-B1)• Suburbs up to IMA
transmission limit• System with pump stations
rehabilitated, inflatable dams in place (2008)• Potomac @ 460 mgd
With out Suburbs• No suburban flow• BPWWTP derated to DC
share• Potomac PS @ 460 mgd• Potomac PS @ DC share =
228.8 mgd
Calculate: Wet & Dry Weather
Flow generated by Suburbs/DC Treated volumes &
CSO
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Method 1: Compare CSO with and Without Suburbs
Blue Plains Capacity (mgd)CSO Overflow Volume
(mg/avg yr)
Tunnel Size to Achieve LTCP Performance
No. ScenarioSuburban
Flows1st 4 hrs
After 4 hrs
During Tunnel
Pump Out Ana Pot RC Total
Outfall 001 Volume
(mg/avg yr)Ana Pot RC Total
1
C3-No Suburbs Pot @ 460 mgd
No suburban flow 652 554 229 1,219 430 35 1,685 2,532 132 32 5 169
2
C3-No Suburbs Pot @ 228.8 mgd
No suburban flow 652 554 229 1,233 459 35 1,727 2,414 132 35 5 172
3 C3-B1Up to IMA Trans. Limit 1076 847 450 1,271 553 36 1,859 1,294 132 46 5 183
% Diff. between 1 & 3 9.4% -95.7% 7.6%
% Diff. between 2 & 3 7.1% -86.5% 6.0%
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Method 2: Annual Volumes Treated
Average Annual Flow Rate in avg
year (mgd)
ParameterC3-B1 (with Suburbs)
Flow Inputs
Suburban dry weather flow
Suburban wet weather flow
Total suburban flow
191.3
6.6
197.9
DC dry weather flow
DC wet weather flow
Total DC flow
151
21
172
DC + Suburbs dry weather flow
DC + Suburbs wet weather flow
Total DC + Suburbs flow
342
28
370
Flow Outputs
Complete Treatment (002)
Excess Flow Treatment (001)
CSO Overflow
Total Flow
361.4
3.5
5.1
370
% of Flow Handled by System
Parameter Suburbs DC
Dry Weather Flow 191.3/342=56% 44%
Wet Weather Flow 6.6/28=24% 76%
Total Flow 197.9/370=53% 47 %
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Calculations Requested by Suburbs: Blue Plains Treatment Volumes Suburban calculation
methods: Wet Wet Weather Flow
(>511 mgd) Area 1 - Flow receiving full
treatment in the first 4 hours, when plant capacity is 740 mgd
Area 2 - Flow receiving full treatment after the first 4 hours, when plant capacity is 511 mgd
Area 3 - Flow sent to excess flow treatment (336 mgd, or a total of 1,076 then 847 mgd)
Dry Weather Flow Area 4 – flow <511 mgd
Suburbs calculated volumes for 1 event & requested that volumes be calculated for entire 3 years
Calculations Requested by Suburbs: Blue Plains Treatment Volumes
Volumes in million gallons
Vol. w/Full Treatment
PF=2.0
Vol. w/Full Treatment PF=1.38
Excess Flow
Volume
Total Wet Weather Volume
Vol. Receiving
Full Treatment
Vol. treated when
cap<511/218
Total Volume Treated
No. ScenarioSuburban
Flows Area 1 Area 2 Area 3 Area 1+2+3 Area 1+2 Area 4 (1)Area
1+2+3+4
1
C3-No Suburbs Pot @ 460 mgd
No suburban flow 553 1,372 598 2,523 1,925 1,616 4,138
2 C3-B1Up to IMA Trans. Limit 758 1,778 332 2,867 2,536 5,856 8,723
% Diff. between 1 & 2 37% 30% -45% 14% 32% 262% 111%
1
C3-No Suburbs Pot @ 228.8 mgd
No suburban flow 17,518 11,463 7,085 36,066 28,982 72,082 108,148
2 C3-B1Up to IMA Trans. Limit 28,455 23,016 3,839 55,311 51,471 180,163 235,474
% Diff. between 1 & 2 62% 101% -46% 53% 78% 150% 118%
3-Ye
ar
Run
s
Cal
cs p
erfo
rmed
by
Subu
rbs
base
d on
1
stor
m
7(1) Model does not run between storm events. This dry weather volume is that which occurs immediately before and after storm events
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Calculations Requested by Suburbs: Graphs
Total Vol. vs Wet Weather Vol.
127,326108,148
36,06619,245
0
40,000
80,000
120,000
160,000
Total Flow (Area1+2+3+4)
Wet WeatherFlow (Area
1+2+3)
Mil.
Gal
.
DC Only Suburbs
Total Vol. vs Wet Weather Vol Percent of Total.
65%54%
46%35%
0%
20%
40%
60%
80%
Total Flow (Area1+2+3+4)
Wet Weather Flow(Area 1+2+3)
Mil.
Gal
.
DC Only Suburbs
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Calculations Requested by Suburbs: Graphs
Total Volume with Full Treatment (3 yrs)
51,471
28,982 28,455
17,51823,016
11,463
0
10,000
20,000
30,000
40,000
50,000
60,000
DC Flow/CapacityOnly
DC & SuburbanFlow/Capacity
Mil
. G
al.
Total
1st 4 hrs
After 4 hrs
Total Volume Treated Through Excess Flow (3-yrs)
7,085
3,839
0
2,000
4,000
6,000
8,000
DC Flow/CapacityOnly
DC & SuburbanFlow/Capacity
Mil.
Gal
.
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Method 3: Suburban Flows Routed Around DC
Scenario Suburban Flows
SSO Volume for 2-yr 24-hr Design Storm
(mg)
C3-B5Flows > 2.0/1.38 x IMA allocation go to storage 82
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Summary
Total Annual Overflow Volume Storage Volume Required
Annual Wet Weather Volume Handled by System
Suburban Flows mg % Diff with C3-B1 mg % Diff with C3-B1 mgd % of Total
Method 1
C3-B1 (with Suburbs) 1,727 - 172 - - -
C3-No Suburbs, Pot @ 460 1,685 9.4% 169 7.6% - -
C3-No Suburbs, Pot @ 228.8 1,859 7.1% 183 6.0% - -
Method 2 - Annual Wet Weather Volume Handled
Suburbs WW Flow 6.6 24 %
DC WW Flow 21
Suburbs Storage Volume Req’d
(mg)Year 2001 cost @
$10/gal
Method 3 - Suburban Flows Routed Around DC 82 $820 M
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Technical Findings Suburban flow peaks exceed
treatment allocations (>2.0/1.38 x annual average)
Suburbs contribute to excess flow
Suburbs contribute to CSOs
Suburbs get SSO relief connected to CSO system Governed by CSO Policy where
overflows are allowed in average year, not SSO Policy where no overflows are allowed ever
It’s less expensive for DC and suburbs to be in the system together than to be apart D.C. uses suburbs treatment
capacity during CSO events and tunnel dewatering
Suburbs use D.C. treatment capacity after D.C. storm surge passes due to lag
System is shared, timing of flows works to benefit of all
Separate systems for D.C. and suburbs would be larger and more expensive