ponds 6, 7 & 8 design update napa sonoma marsh restoration group meeting usgs san pablo field...
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Ponds 6, 7 & 8 Design UpdatePonds 6, 7 & 8 Design UpdateNapa Sonoma Marsh Napa Sonoma Marsh
Restoration Group MeetingRestoration Group Meeting
USGS San Pablo Field Station Office, Building 505, Mare IslandUSGS San Pablo Field Station Office, Building 505, Mare Island
April 17, 2008April 17, 2008
Presentation Presentation• Schedule• Project Design Overview• Mixing Chamber Design• Water Quality Sampling
• 50% Design Submitted April 2007• 90% Design Submitted February 2008• Waiting on USACE Input for Design• Permitting Ongoing
ScheduleSchedule
Location MapLocation Map
Ponds 6/6A Project ObjectivesPonds 6/6A
Project Objectives
• Maximize Habitat for Shorebirds and Waterfowl
• Improve Management Flexibility
• Improve Levees
6A Donut
6 Donut
POND 6A
POND 6
CANAL
NAPA SLOUGH
CHINA SLOUGH
DE
VIL
’S S
LO
UG
H
NAPA SLOUGH
Abandon Siphon
48”Inlet/Outletwith
Gate
2-36” Inlet/Outlet with Gates
4-36” Outfalls with Gates
LITTLE ISLAND FARM
4 - 36” Inlet/Outlet with Gates
48” Siphon
4 - 36” Culverts with Gates
2 - 36” Inlet/Outlet with Gates
48” Siphon
Upper Ponds Project ObjectivesUpper Ponds
Project Objectives• Pond 7 Bittern Reduction in 8 years• New Outfall to Napa Slough• Demolish Siphon to Ponds 6/6A• Improved Pond Management Flexibility
POND 7A
POND 7
POND 8
NA
PA
RIV
ER
MU
D SLO
UG
H
NAPA SLOUGH
HU
DE
MA
N
SL
OU
GH
CANAL
CANAL
2-30” Culverts
3-36” Culverts
36” Siphon
36” Siphon
Donut
Mixing Chamber - General Setting
Mixing Chamber - General Setting
Design Criteria for the Mixing Chamber are:
• Mixing chamber inflow of ambient ~ 14,000 afy
• Initial bittern release = 1% of Mixing chamber inflow = 140 afy
• Design to provide flexibility for future increase in bittern release
• Provide complete mixing
General SettingGeneral Setting
Pond 7APond 8
Pond 7 (Bittern)
Mixing Chamber
CANAL FROM POND 8
INTERNAL LEVEE
POND 7
POND 7A
36” WIDE SLUICE GATE
POND 7/7A DONUT (MIXING CHAMBER)
NEW CONTROL STRUCTUREINVERT AT 2.5 FT
NEW 36” INLET WITH GATEINVERT AT 2.5 FT
2 NEW 36” CULVERTS WITH GATES
INVERT AT 2.5 FT
2 NEW 48” OUTFALL WITH GATEINVERT AT 0 FT
Design SchematicDesign Schematic
DREDGE CANAL TO EL. 0 FT
2 NEW 48” OUTFALL WITH GATES
INVERT AT 0 FT
DREDGE MIXING CHAMBERTO EL. 0 FT
Automated SystemAutomated SystemAutomated System was Selected:
• Highest Flexibility – given design uncertainties, provides flexibility for post-construction calibration and adjustments to meet field conditions
• Data collection & reporting capabilities
• Emergency notifications
• Standard gates available for future habitat pond management
• Less long-term infrastructure to demo
Level Sensor
Flow Sensor
Gate Actuator
Water Quality
DB Cables
Control System ConceptControl System Concept
Mixing Chamber
TerminalBuilding
PowerCommunications
Pond 7
Pond 7 Channel
Pond 8 ChannelPond 7A
Mixing Power RequirementMixing Power Requirement
Elevation, z [m]
Density, [kg/m3]
zm
z0
zb
ambient
1,010.6
fully-mixed
1,023.6
bittern
1,256.9
Fully-mixed density profile
Stratified density profile Mixing chamber
bathymetry
Thickness of bittern layer
The energy required to mix the water column completely depends on:
• Bittern and ambient water density difference • Water depth in the Mixing Chamber
Mixing Power AvailableMixing Power AvailableMixing Power Required and Available Power as a Function of
Mixing Chamber WSEL During Tide Cycle
0
1
2
3
4
5
6
0.000 0.002 0.004 0.006 0.008 0.010 0.012
Mixing Power (Watts/m2)
WS
EL
(m
NA
VD
88)
Available Power
Power Required
Ponds 7, 7A, and 8: Water Quality Sampling
Ponds 7, 7A, and 8: Water Quality Sampling
4 Monitoring Locations Pollutants/Parameters
Pesticides/PCBs, volatile organics, semi-volatile organics, metals, mercury, chromium VI, hardness, turbidity
Field Measurements Dissolved oxygen, pH, salinity, water temperature, tidal
stage, weather
Sampling Schedule Two sampling events: Spring and Fall 2008
Ponds 7, 7A, and 8: Monitoring Locations
Ponds 7, 7A, and 8: Monitoring Locations
Questions?Questions?
Terminal BuildingTerminal Building
System Components in the Terminal Building • Controller (PLC) – Gate control• Remote Terminal Unit (RTU) – Data collection• Batteries/Charger – Provides Power• Radio/ Antenna – Offsite Data Communications• Gate Control Master Panel – Local manual gate control• Intrusion Sensors (Door Switch/Motion Sensors)
The hydraulic problem is… The hydraulic problem is…
-2.00
-1.00
0.00
1.00
2.00
3.00
4.00
5.00
6.00
7.00
8.00
4/3/01
4/17/01
5/1/01
5/15/01
5/29/01
6/12/01
6/26/01
7/10/01
7/24/01
8/7/01
8/21/01
9/4/01
9/18/01
10/2/01
10/16/01
10/30/01
11/13/01
11/27/01
12/11/01
12/25/01
1/8/02
1/22/02
2/5/02
2/19/02
3/5/02
3/19/02
4/2/02
4/16/02
4/30/02
5/14/02
5/28/02
Fee
t N
AV
D88
Napa Slough @ MC Outlet
Pond 8 Canal @ MC
Pond 7A @ MC
Pond 7 @ MC
Mixing Chamber
Pond 8
Pond 7 WSEL does not allow for continuous gravity flow into MC
4.00
4.20
4.40
4.60
4.80
5.00
5.20
5.40
5.60
5.80
6.00
2/2/2002 19:12
2/3/2002 0:00
2/3/2002 4:48
2/3/2002 9:36
2/3/2002 14:24
2/3/2002 19:12
2/4/2002 0:00
2/4/2002 4:48
2/4/2002 9:36
Time
Ele
veva
tio
n (
ft,
NA
VD
88)
Hudeman Slough
Napa Slough
Pond 8 Canal
Pond 7A
Pond 7
Mixing Chamber
Mud Slough
Pond 8
Pond 7A, Pond 8, and
Mixing Chamber
Pond 7 (Bittern)
The solution to the hydraulic issue
The solution to the hydraulic issue
Issue: Pond 7 WSEL Does Not Allow for Continuous Bittern Gravity Flow into MC
Increase WSEL
Lower WSEL
Maintain Dilution Ratio
Maximum Allowable Water Surface Elevations in Pond 7Maximum Allowable Water Surface Elevations in Pond 7
Top of Levee (7 – 9 ft NAVD88)
Wave runup (0.2 - 0.8 ft)
Emergency (0.5 ft)Storage WSEL (4.7 ft NAVD88)
LEVEEFreeboard (1 ft)
Recommendations• Target WSEL in P7 is 4.7 feet • Target WSEL in the Mixing Chamber < 4.7
feet
Pond Bottom (2-3 ft NAVD88)
Hydraulic simulation results Hydraulic simulation results
MIKE 11 model run Alt02_Iter09.res11
00:00:0015-4-2003
06:00:00 12:00:00 18:00:00 00:00:0016-4-2003
06:00:00 12:00:00 18:00:00 00:00:0017-4-2003
06:00:00 12:00:00 18:00:00
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
[feet] Time Series Water LevelPond 7A
Pond 7
Pond 8
Mixing Chamber
Napa Slough