Recharge Facilities ModelRecharge Facilities Model of · PDF fileRecharge Facilities...
18
Recharge Facilities Model Recharge Facilities Model Recharge Facilities Model Recharge Facilities Model of OCWD’s of OCWD’s Recharge System Recharge System SAWPA Basin Monitoring Program Task Force May 17, 2011
Transcript of Recharge Facilities ModelRecharge Facilities Model of · PDF fileRecharge Facilities...
Recharge Facilities ModelRecharge Facilities ModelRecharge Facilities Model Recharge Facilities Model of OCWD’s of OCWD’s
Recharge SystemRecharge SystemSAWPA Basin Monitoring Program Task Force
May 17, 2011y
Summary of OCWD Recharge Summary of OCWD Recharge System in Anaheim and OrangeSystem in Anaheim and OrangeSystem in Anaheim and OrangeSystem in Anaheim and Orange
► 30 recharge basins Approx. 1,100 acres
► 5 points of diversion from SAR► Flow to basins primarily gravity drivenp y g y► 6 pump stations to facilitate basin cleaning► Pump station to pump water to Santiago► Pump station to pump water to Santiago
Basins► 26,000 acre-feet of storage capacity, g p y
Purpose of ModelPurpose of ModelPurpose of ModelPurpose of Model
► Optimization of recharge and cleaning activities
► Planning tool to determine how much additional water could be recharged if new facilities are built, existing facilities are improved, or Prado storage program is
difi dmodified
405
La Jolla Basin
406
Placentia Basin
407
Raymond Basin
Carbon Canyon
410Carbon Creek
Atwood Channel
Flow from Carbon Canyon Dam
415
Phase I/II Pipeline
416
C40
51
C40
61
C40
71
C4021
C4152
20 cfs (max)
240 cfs (max)
20 cfs(max)
20 cfs(max)
C41
01
20 cfs(max)
C4102
C4161
C4181418
405
La Jolla Basin
406
Placentia Basin
407
Raymond Basin
Carbon Canyon
410Carbon Creek
Atwood Channel
Flow from Carbon Canyon Dam
415
Phase I/II Pipeline
416
C40
51
C40
61
C40
71
C4021
C4152
20 cfs (max)
240 cfs (max)
20 cfs(max)
20 cfs(max)
C41
01
20 cfs(max)
C4102
C4161
C4181418
Carbon Canyon Diversion
Kraemer Basin
MWD Connection OC-28/28A
408
404
401
402
MAL
Anaheim Lake
Miller
Storm Spill
411
C41
51
C40
22
C4012
C4013
C4033
C4112
C40
32C4042
C4151
C40
41
C4011
170 cfs (max)
190 cfs (max)
20 cfs(max)
60 c
fs (m
ax)
60 cfs (max
150 cfs (max)
50 cfs (max)
419
240
cfs
(max
)
C41
91
190
cfs
(max
)
MiralomaBasin
C40
31
240
cfs
(max
)
403
C419150 cfs (max)
Carbon Canyon Diversion
Kraemer Basin
MWD Connection OC-28/28A
408
404
401
402
MAL
Anaheim Lake
Miller
Storm Spill
411
C41
51
C40
22
C4012
C4013
C4033
C4112
C40
32C4042
C4151
C40
41
C4011
170 cfs (max)
190 cfs (max)
20 cfs(max)
60 c
fs (m
ax)
60 cfs (max
150 cfs (max)
50 cfs (max)
419
240
cfs
(max
)
C41
91
190
cfs
(max
)
MiralomaBasin
C40
31
240
cfs
(max
)
403
C419150 cfs (max)
Warner Transmission
Huckle-Berry Pond
WAR
190 cfs (max)
Warner PS
ANA409
GWR
306
C4011417
ax)
C41
71
200 cfs (max)611
190 cfs (max)
Warner Transmission
Huckle-Berry Pond
WAR
190 cfs (max)
Warner PS
ANA409
GWR
306
C4011417
ax)
C41
71
200 cfs (max)611
190 cfs (max)
100
304
303
302
Pipeline
Conrock Basin
Warner BasinInflows305
Little Warner Basin
601604605606
Burris Basin Lincoln BasinLower Five Cove Basin
Upper Five Cove Basin
Burris Pumping Station
610
Ball Road
400 cfs (max)
100 cfs (max)Warner Bypass (3)
500 cfs (max)
ed
Prado
Reservoir609
C6101
C60
91
C6061 C6051 C6041
C30
21
C30
61
C60
11
C3031
C3041
C3051
C3062 C30
63
400 cfs(max)
400 cfs(max)200 cfs
(max)
500 cfs(max)
500 cfs(max)
500 cfs(max)
Future Five Coves and Lincoln Basins Bypass
C60
63
C60
53
C60
43
C60
13611
100
304
303
302
Pipeline
Conrock Basin
Warner BasinInflows305
Little Warner Basin
601604605606
Burris Basin Lincoln BasinLower Five Cove Basin
Upper Five Cove Basin
Burris Pumping Station
610
Ball Road
400 cfs (max)
100 cfs (max)Warner Bypass (3)
500 cfs (max)
ed
Prado
Reservoir609
C6101
C60
91
C6061 C6051 C6041
C30
21
C30
61
C60
11
C3031
C3041
C3051
C3062 C30
63
400 cfs(max)
400 cfs(max)200 cfs
(max)
500 cfs(max)
500 cfs(max)
500 cfs(max)
Future Five Coves and Lincoln Basins Bypass
C60
63
C60
53
C60
43
C60
13611
203
309
204
Mills Pond
202 201
Weir Pond 4 Weir Pond 3 Weir Pond 2 Weir Pond 1
Five Coves Inflatable Rubber Dam
501
Off River System
BUR
SAR1
500 cfs (max)
300 cfs (max)
150 cfs (max)(2)
100
cfs
(max
) Tur
neO
ff fo
r Cal
ibra
tion
Sce
nario
s (1
)
101
OC-11
503
Olive Basin
609
504
Off Riv. below Metrolink bridge
300 cfs (max)
300cfs (m
ax)
(spill)
200 cfs (max) State Valves
Diversion
102
Local Inflows
SAR Lincoln diversion tubes
Carbon Canyon/SAR connectionC5121 C5081 C5071 C5061 C5051
C51
13
C60
52
C2021C2031C2041
C30
91
C5011
C5031
C5041
C 001
C5112
C5042
C5202
C5021
C20
11
C2003
C2001
C2002
C9991
500 cfs(max)
500 cfs(max)
C5091
C7011
235 cfs (max)
10 cfs (max)
20 cfs(max)511
C51
11
203
309
204
Mills Pond
202 201
Weir Pond 4 Weir Pond 3 Weir Pond 2 Weir Pond 1
Five Coves Inflatable Rubber Dam
501
Off River System
BUR
SAR1
500 cfs (max)
300 cfs (max)
150 cfs (max)(2)
100
cfs
(max
) Tur
neO
ff fo
r Cal
ibra
tion
Sce
nario
s (1
)
101
OC-11
503
Olive Basin
609
504
Off Riv. below Metrolink bridge
300 cfs (max)
300cfs (m
ax)
(spill)
200 cfs (max) State Valves
Diversion
102
Local Inflows
SAR Lincoln diversion tubes
Carbon Canyon/SAR connectionC5121 C5081 C5071 C5061 C5051
C51
13
C60
52
C2021C2031C2041
C30
91
C5011
C5031
C5041
C 001
C5112
C5042
C5202
C5021
C20
11
C2003
C2001
C2002
C9991
500 cfs(max)
500 cfs(max)
C5091
C7011
235 cfs (max)
10 cfs (max)
20 cfs(max)511
C51
11
Santa Ana River
Imperial Inflatable Rubber Dam
510
SAR from Lakeview Ave. to Metrolink Bridge
506
509River View Basin
710Santiago Pipeline
Bond Basin
To Ocean
IMP PRA
230 cfs (max)
SAR2
520 200500505507
701
512 508
Villa Park Dam
502
Local Inflow
Santiago PS
700
SAR from Ball Rd. to Orange Ave.
SAR from Lincoln Ave. to Ball Rd.
SAR Five Coves diversion tubes
SAR Burris from Five Coves Dam to Lincoln Ave.
C5121 C5081
C7041 C7051
C5071 C5061 C5051 C5101C5001
C5201
C5021 C2003C9991
C7021
C7001
C7101
SAR from Imperial Dam to Lakeview Ave.
SAR from MetrolinkBridge to Five Coves Rubber Dam
Santa Ana River
Imperial Inflatable Rubber Dam
510
SAR from Lakeview Ave. to Metrolink Bridge
506
509River View Basin
710Santiago Pipeline
Bond Basin
To Ocean
IMP PRA
230 cfs (max)
SAR2
520 200500505507
701
512 508
Villa Park Dam
502
Local Inflow
Santiago PS
700
SAR from Ball Rd. to Orange Ave.
SAR from Lincoln Ave. to Ball Rd.
SAR Five Coves diversion tubes
SAR Burris from Five Coves Dam to Lincoln Ave.
C5121 C5081
C7041 C7051
C5071 C5061 C5051 C5101C5001
C5201
C5021 C2003C9991
C7021
C7001
C7101
SAR from Imperial Dam to Lakeview Ave.
SAR from MetrolinkBridge to Five Coves Rubber Dam
Blue Diamond Basin
UpperSantiagoCreek
SAN
50 cfs (max)701
708 703
LowerSantiagoCreek
Hart Park
705
Irvine Lake
706704
OC-13
707
702
C7031 Turnout
C7033 - Overflow Spill
709C5123 C7091 C7081
C7023
C7041 C7051
C7022
1
C7032
Blue Diamond Basin
UpperSantiagoCreek
SAN
50 cfs (max)701
708 703
LowerSantiagoCreek
Hart Park
705
Irvine Lake
706704
OC-13
707
702
C7031 Turnout
C7033 - Overflow Spill
709C5123 C7091 C7081
C7023
C7041 C7051
C7022
1
C7032
Model ApproachModel Approachpppp
► Define operational rules► Specify SAR, GWR System, MWD, local inflows► Demand driven model
Demand = percolation capacity► Model based on GoldSim software► Model based on GoldSim software
GoldSim originally developed by Golder Inc Now owned by separate company GoldSim Technology
GroupGroup► Route water based on percolation capacity and
available supply I l d i li d i t iti Includes pipeline and pumping system capacities
Model Approach (cont.)Model Approach (cont.)pp ( )pp ( )
► Percolation at basins is driven by equations: Exponential percolation decay as function of previous p p y p
accumulated percolation (Qt) with a Depth/MaxDepth coefficient (developed for basins with sufficient historical data)
)( )( cedDepthDepthQ bQ
Max
t
Linear percolation decay as a function of days since last cleaning
Review of Model ResultsReview of Model Results
► Compare model results to historical data► Good comparison of model results to p
historical data indicates model can replicate past performance
► Helps determine validity of model
Warner Basin Percolation Equation Development
140
Historical 10 day moving Average Model Equation
100
120
s)
60
80
rcol
atio
n ra
te (c
fs
20
40
Per
0
20
0/9/
2004
2/9/
2004
2/9/
2005
4/9/
2005
6/9/
2005
8/9/
2005
0/9/
2005
2/9/
2005
2/9/
2006
4/9/
2006
6/9/
2006
8/9/
2006
0/9/
2006
2/9/
2006
2/9/
2007
4/9/
2007
6/9/
2007
8/9/
2007
0/9/
2007
2/9/
2007
2/9/
2008
4/9/
2008
6/9/
2008
8/9/
2008
1 1 1 1 1 1 1 1
Anaheim Lake Percolation Equation Development
140
Historical 10 day moving Average Model Equation
100
120
s)
60
80
rcol
atio
n ra
te (c
fs
20
40
Per
0
20
2/8/
2002
1/8/
2003
2/8/
2003
3/8/
2003
4/8/
2003
5/8/
2003
6/8/
2003
7/8/
2003
8/8/
2003
9/8/
2003
0/8/
2003
1/8/
2003
2/8/
2003
1/8/
2004
2/8/
2004
3/8/
2004
4/8/
2004
5/8/
2004
6/8/
2004
7/8/
2004
8/8/
2004
9/8/
2004
0/8/
2004
1/8/
2004
2/8/
2004
1/8/
2005
2/8/
2005
3/8/
2005
4/8/
2005
5/8/
2005
6/8/
2005
7/8/
2005
8/8/
2005
9/8/
2005
0/8/
2005
1 1 1 1 1 1 1 1
Kraemer Basin Percolation Equation Development
140
Historical 10 day moving avg Equation1
100
120
s)
60
80
rcol
atio
n ra
te (c
fs
20
40
Per
0
20
1/9/
2003
3/9/
2003
5/9/
2003
7/9/
2003
9/9/
2003
1/9/
2003
1/9/
2004
3/9/
2004
5/9/
2004
7/9/
2004
9/9/
2004
1/9/
2004
1/9/
2005
3/9/
2005
5/9/
2005
7/9/
2005
9/9/
2005
1/9/
2005
1/9/
2006
3/9/
2006
5/9/
2006
7/9/
2006
9/9/
2006
1/9/
2006
1/9/
2007
3/9/
2007
5/9/
2007
7/9/
2007
9/9/
2007
1/9/
2007
1/9/
2008
1 1 1 1 1
Model vs. Historical PercolationIncludes only Warner, Anaheim, Kraemer, Miller, Burris and Santiago Basinsy , , , , g
400
Historical_Storage [af] Model_Perc [cfs] Scen 1
300
350
200
250
cfs
100
150
0
50
/200
2
/200
2
/200
3
/200
3
/200
3
/200
3
/200
4
/200
4
/200
4
/200
4
/200
5
/200
5
/200
5
/200
5
/200
6
/200
6
/200
6
/200
6
/200
7
/200
7
/200
7
/200
7
/200
8
/200
8
7/1/
10/1
/
1/1/
4/1/
7/1/
10/1
/
1/1/
4/1/
7/1/
10/1
/
1/1/
4/1/
7/1/
10/1
/
1/1/
4/1/
7/1/
10/1
/
1/1/
4/1/
7/1/
10/1
/
1/1/
4/1/
Model vs. Historical StorageIncludes only Warner, Anaheim, Kraemer, Miller, Burris and Santiago BasinsIncludes only Warner, Anaheim, Kraemer, Miller, Burris and Santiago Basins
25000
Historical_Storage [af] Model_Storage [af] Scen1
20000
10000
15000
ac-ft
5000
0
7/1/
2002
10/1
/200
2
1/1/
2003
4/1/
2003
7/1/
2003
10/1
/200
3
1/1/
2004
4/1/
2004
7/1/
2004
10/1
/200
4
1/1/
2005
4/1/
2005
7/1/
2005
10/1
/200
5
1/1/
2006
4/1/
2006
7/1/
2006
10/1
/200
6
1/1/
2007
4/1/
2007
7/1/
2007
10/1
/200
7
1/1/
2008
4/1/
2008
1 1 1 1 1 1
