long-term trends and variability of suisun marsh salinity...long-term trends collinsville sc...
TRANSCRIPT
Long-Term Trends andVariability of Suisun
Marsh Salinity
Chris EnrightDWR
Suisun Marsh Branch
Suisun Marsh Salinity Trends
• Data and methods:- precipitation, outflow, salinity
• Long-term trends - “Pre” and “post” project
3. Among month trends - “Pre” and “post” project
4. Suisun Marsh Salinity Control Gate effect5. Time-scale variability6. Bathymetry trends also affect salinity
1. Data and Methods• SF Estuary Watershed Precipitation• Delta Outflow• 3 Suisun Marsh/Bay salinity records
Mt. Shasta City
Shasta DamMineral
Quincy
Brush Creek
Sierraville
Blue Canyon
Pacific HouseCalaveras Big Trees
Hetch Hetchy
Merced River
Huntington LakeNorth Fork
0 60 120 180 24030Miles
Legend
Precipitation Stations
MajorWaterways
Drainage Basin
µDWR Flood ManagementSacramento and
San Joaquin Tributary Precipitation Stations (13)
1920-2002
San Francisco Estuary Watershed Precipitation1. Data and Methods (cont.)
1. Data and Methods (cont.)
• Monthly average Delta outflow fromDayflow (1929 – 2002)
1. Data and Methods (cont.)
• Long salinity records available for– Port Chicago (since 1947)– Beldons Landing (since 1929)– Collinsville (since 1920)
• 4 day TDS grab samples through 1971• Continuous SC 1966 to present.• 4-5 year overlap of grab TDS and
continuous SC (Port Chicago & Collinsville)
0 5 10 150
5
10
15
20PORT CHICAGOApril - September data, 1966 - 1971SC = 1.192 * TDS - .4825R2 = 0.97
0 1 2 3 4 5 60
2
4
6COLLINSVILLE April - September data, 1966 - 1970SC = 1.183 * TDS - .02374R2 = 0.96
Regression of Monthy Average Specific Conductivity on MonthlyAverage High-High Tide Grab Sample TDS
Mon
thly
Ave
rage
SC
(mm
hos/
cm)
Monthly Average of 4-Day HHT TDS
0 2 4 6 8 10 12 140
5
10
15PORT CHICAGOOctober - March data, 1966 - 1971SC = 1.196 * TDS - .03497R2 = 0.93
0 1 2 30
1
2
3
4COLLINSVILLE October - March data, 1966 - 1970SC = 1.242 * TDS - .06364R2 = 0.98
1. Data and Methods (cont.)
Regression of monthly average SC on monthlyaverage high tide grab sample TDS (1966-1971)
Monthly Average of 4-Day HHT TDS
Mon
thly
Ave
rage
SC
(m
mho
s/cm
)
02
46
02
46 Collinsville Month Average SC data
Month Average SC Predicted from 4-Day HHT TDS Grab Sample Data
1967 1968 1969 1970 1971
05
1015
20
Port Chicago
SC
(m
mho
s/cm
)
Figure xx. Actual monthly average SC for Port Chicago and Collinsville (blue) versus monthly average SC predicted from regression models of monthly average SC on historical monthly average of 4-day HHT TDS (black).
1. Data and Methods (cont.)
TDS to SC conversion validation S
C (m
mho
s/cm
)
1967 1968 1969 1970 1971
SC
(m
mho
s/cm
) Port Chicago
0
5
10
15
20
25
30
SC
(m
mho
s/cm
) Beldons Landing
0
5
10
15
20
25
30
SC
(m
mho
s/cm
) Collinsville
0
5
10
15
20
25
30
OU
TFLO
W (
CM
S/1
000) Net Delta Outflow Index Total Export
1920 1930 1940 1950 1960 1970 1980 1990 20000
1
2
3
4
5
6
7
0.00.050.100.150.200.250.300.35
EX
PO
RT
(CM
S/1
000)
Figure xx. Monthly Average, 12 month running average, and 5 year running average specific conductivity. Prior to 1966, SC estimated from approximately four high tide TDS grab samples per week.
Historical Suisun Marsh/Bay Salinity 1920 - 2002
Monthly Average SC12 Month Running Average SC5 Year Running Average SC
1. Data and Methods (cont.)
Historical Suisun Marsh/Bay Salinity: 1920 - 2002
1920 1930 1940 1950 1960 1970 1980 1990 2000
SC
SC
SC
2. Long-Term Trends
Historical Outflow and Total ExportC
MS
1930 1940 1950 1960 1970 1980 1990 2000
0
1000
2000
3000
4000
5000
6000
7000
1930 1940 1950 1960 1970 1980 1990 2000
0
1000
2000
3000
4000
5000
6000
7000 San Luis Reservoir Operation
Mean Outflow = 818 CMSMean Pre 1968 Outflow = 838 CMSMean Post 1968 Outflow = 795 CMS
Mean Export = 130 CMSMean Pre 1968 Export = 43 CMSMean Post 1968 Export = 176 CMS
818 CMS
130 CMS
“Pre Project” “Post Project”“Pre SMSCG” “Post SMSCG”
2. Long-term trends
1930 1940 1950 1960 1970 1980 1990 20000
2
4
6
8Monthtly Delta Outflow
1930 1940 1950 1960 1970 1980 1990 2000
-1.0-0.50.00.51.01.5 Seasonal Fit
1930 1940 1950 1960 1970 1980 1990 2000-0.6-0.4-0.20.00.20.40.6 Decadal Fit
1930 1940 1950 1960 1970 1980 1990 20000.72
0.76
0.80
0.84
0.88 Trend Fit
1930 1940 1950 1960 1970 1980 1990 2000-2
0
2
4
6Residual
OU
TFLO
W (
TCM
S)
Seasonal LOESS Trend Decompositon of Delta Outflow
Delta Outflow Seasonal LOESS trend decomposition
2. Long-term trends
1930 1940 1950 1960 1970 1980 1990 20000
2
4
6
8Monthtly Delta Outflow
1930 1940 1950 1960 1970 1980 1990 2000-4
-2
0
2
4Seasonal Fit
1930 1940 1950 1960 1970 1980 1990 2000-4
-2
0
2
4Decadal Fit
1930 1940 1950 1960 1970 1980 1990 2000-4
-2
0
2
4Trend Fit
1930 1940 1950 1960 1970 1980 1990 2000-2
0
2
4
6Residual
OU
TFLO
W (
TCM
S)
Seasonal LOESS Trend Decompositon of Delta Outflow
2. Long-term trendsDelta Outflow
Seasonal LOESS trend decomposition
1930 1940 1950 1960 1970 1980 1990 200005
1015202530
Monthly Collinsville SC
1930 1940 1950 1960 1970 1980 1990 2000-4-2
0
2
4 Seasonal Fit
1930 1940 1950 1960 1970 1980 1990 2000-2.0
-1.0
0.0
1.0
2.0 Decadal Fit
1930 1940 1950 1960 1970 1980 1990 20001.01.52.02.53.03.54.0
Trend Fit
1930 1940 1950 1960 1970 1980 1990 2000-505
101520 Residual
SC
(mm
hos/
cm)
Seasonal LOESS Trend Decompositon of Collinsville SC
2. Long-term trendsCollinsville SC
Seasonal LOESS trend decomposition
1930 1940 1950 1960 1970 1980 1990 200005
1015202530
Monthly Beldons Landing SC
1930 1940 1950 1960 1970 1980 1990 2000-6-4-202468 Seasonal Fit
1930 1940 1950 1960 1970 1980 1990 2000
-2-101234 Decadal Fit
1930 1940 1950 1960 1970 1980 1990 20005.05.45.86.26.67.07.4 Trend Fit
1930 1940 1950 1960 1970 1980 1990 2000-8-4048
1216 Residual
SC
(mm
hos/
cm)
Seasonal LOESS Trend Decompositon of Beldons Landing SC
2. Long-term trendsBeldons Landing SC
Seasonal LOESS trend decomposition
1950 1960 1970 1980 1990 200005
10152025 Monthly Port Chicago SC
1950 1960 1970 1980 1990 2000
-6
-2
2
6Seasonal Fit
1950 1960 1970 1980 1990 2000
-6-4-20246 Decadal Fit
1950 1960 1970 1980 1990 200089
1011121314
Trend Fit
1950 1960 1970 1980 1990 2000-10-6-226
10 Residual
SC
(mm
hos/
cm)
Seasonal LOESS Trend Decompositon of Port Chicago SC
2. Long-term trendsPort Chicago SC
Seasonal LOESS trend decomposition
ALL DATA1920 - 2002
PRE-PROJECT1920 - 1967
POST-PROJECT1968 - 2002
0.00.040.080.120.16
INC
HE
S/Y
R
p= 0.34
p= 0.34
p= 0.95
-6
-4
-2
0
CM
S/Y
R
p= 0.31
p= 0.76
p= 0.43
-0.08
-0.04
0.0
0.04
MM
HO
S/Y
R
p= 0.27
p= 6.1e-005
p= 0.074
-0.35-0.25-0.15-0.05
MM
HO
S/Y
R p= 0.99p= 0.073
p= 0.019
-0.040.0
0.040.080.12
MM
HO
S/Y
R
p= 0.65
p= 0.65
p= 0.15
SIGNIFICANT
SIGNIFICANT
Port Chicago SC
Precipitation
Delta Outflow
Collinsville SC
Beldons Landing SC
SIGNIFICANT
SIGNIFICANT
Trends in Annual Data (Kendall Tau)2. Long-term trends
ALL DATA1920 - 2002
PRE-PROJECT1920 - 1967
POST-PROJECT1968 - 2002
0.00.040.080.120.16
INC
HE
S/Y
R
p= 0.34
p= 0.34
p= 0.95
-6
-4
-2
0
CM
S/Y
R
p= 0.31
p= 0.76
p= 0.43
-0.08
-0.04
0.0
0.04
MM
HO
S/Y
R
p= 0.27
p= 6.1e-005
p= 0.074
-0.35-0.25-0.15-0.05
MM
HO
S/Y
R p= 0.99p= 0.073
p= 0.019
-0.040.0
0.040.080.12
MM
HO
S/Y
R
p= 0.65
p= 0.65
p= 0.15
SIGNIFICANT
SIGNIFICANT
Port Chicago SC
Precipitation
Delta Outflow
Collinsville SC
Beldons Landing SC SIGNIFICANT
Trends in Annual Data (Kendall Tau)2. Long-term trends
Port Chicago SC
Precipitation
Delta Outflow
Collinsville SC
Beldons Landing SC(beginning 1981;1987-02)
0.00.040.080.120.16
INC
HE
S/Y
R
p= 0.34
p= 0.34
p= 0.95
-6
-4
-2
0
CM
S/Y
R
p= 0.31
p= 0.76
p= 0.43
-0.08
-0.04
0.0
0.04
MM
HO
S/Y
R
p= 0.27
p= 6.1e-005
p= 0.074
-0.35-0.25-0.15-0.05
MM
HO
S/Y
R p= 0.99p= 0.073
p= 0.019
-0.040.0
0.040.080.12
MM
HO
S/Y
R
p= 0.65
p= 0.65
p= 0.15
SIGNIFICANT
SIGNIFICANT
Trends in Annual Data (Kendall Tau)
ALL DATA1920 - 2002
PRE-PROJECT1920 - 1967
POST-PROJECT1968 - 2002
2. Long-term trends
Long-Term Trends:
• Long-term trends are very small comparedto seasonal and decadal variability
• Salinity is anti-correlated with outflowexcept at Beldons Landing.
2. Long-term trends
3. Among Month Trends
-0.10
-0.05
0.0
0.05
0.10
0.15
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DECPre
cipi
tatio
n (IN
CH
ES
)
Slope of 13-Station Precipitation Trend (1921 – 2002)
1920 1930 1940 1950 1960 1970 1980 1990 2000
0
5
10
15
20
25
January Precipitation Trend
Pre
cipi
tatio
n (IN
CH
ES
) Trend Slope ~ 0.07 inches/yr
3. Among month trends
-15
-10
-5
0
5
10
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
-0.10
-0.05
0.0
0.05
0.10
0.15
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DECPre
cipi
tatio
n (IN
CH
ES
)
Slope of 13-Station Precipitation Trend (1921 – 2002)
Slope of Delta Outflow Trend (1929 – 2002)
Out
flow
(C
MS
)
3. Among month trends
-0.10-0.08-0.06-0.04-0.02
0.00.020.04 Collinsville (1921-2002)
-0.15-0.10-0.05
0.00.050.10 Beldons Landing (1929-2002)
-0.20
-0.10
0.0
0.10
0.20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Port Chicago (1947-2002)
Slope of SC Trend (1921 – 2002)S
C (
mm
hos/
cm)
Control SeasonControl Season
3. Among month trends
Among Month Trends:
• No significant precipitation trend any month.• Significant decreases in Delta outflow
– April, May, June
• Significant increases in Delta outflow– July August, September
• Salinity is coherent with outflow• Beldons Landing: April, May +2 mmhos/cm
October -3 mmhos/cm
3. Among month trends
4. Suisun Marsh SalinityControl Gate Effect
• SMSCG is operated between October and Mayonly when needed to meet salinity standards.
5
10
15
20
5
10
15
20
5
10
15
20
5
10
15
20
2002.72 2002.74 2002.76 2002.78 2002.80
5
10
15
20
Salinity Response to SMSCG OperationSept 20 - Oct 20, 2002
SC
(m
mho
s/cm
)
SMSCGS64
S49Beldons Landing
S42
S21
S35
Salinity Response to SMSCG OperationSept 20 – Oct 20, 2002
Full Bore SMSCG Operation Gates Open
4. SMSCG effect
0.0
0.05
0.10
0.15
INC
HE
S/Y
R
p= 0.34
p= 0.34
p= 0.95
-6-4
-20
CM
S/Y
R
p= 0.31
p= 0.76
p= 0.43
-0.08
-0.040.0
0.04
MM
HO
S/Y
R
p= 0.27
p= 6.1e-005
p= 0.074
-0.3-0.2-0.10.0
MM
HO
S/Y
R p= 0.99p= 0.073
p= 0.019
-0.05
0.0
0.05
0.10
MM
HO
S/Y
R
p= 0.65
p= 0.65
p= 0.15
Port Chicago SC
Precipitation
Delta Outflow
Collinsville SC
Beldons Landing SC
Trends in Annual Data (Kendall Tau)
ALL DATA1920 - 2002
PRE-PROJECT1920 - 1967
POST-PROJECT1968 - 2002
4. SMSCG effect
Port Chicago SC
Precipitation
Delta Outflow
Collinsville SC
Beldons Landing SC
-0.2
0.0
0.2
0.4
INC
HE
S/Y
R
p= 0.34 p= 0.34p= 0.95
-15
-5
5
15C
MS
/YR
p= 0.31 p= 0.76p= 0.43
-0.2-0.1
0.0
0.1
MM
HO
S/Y
R
p= 0.27p= 6.1e-005
p= 0.074
-0.3-0.2-0.10.00.10.2
MM
HO
S/Y
R
p= 0.99p= 0.073
p= 0.019
-0.4-0.20.00.20.4
MM
HO
S/Y
R
p= 0.65 p= 0.65p= 0.15
4. SMSCG effect
Trends in Annual Data (Kendall Tau)
ALL DATA1920 - 2002
PRE-PROJECT1920 - 1967
POST-PROJECT1968 - 2002
Port Chicago SC
Precipitation
Delta Outflow
Collinsville SC
Beldons Landing SC
-0.2
0.0
0.2
0.4
INC
HE
S/Y
R
p= 0.34 p= 0.34p= 0.95
-15
-5
5
15C
MS
/YR
p= 0.31 p= 0.76p= 0.43
-0.2-0.1
0.0
0.1
MM
HO
S/Y
R
p= 0.27p= 6.1e-005
p= 0.074
-0.3-0.2-0.10.00.10.2
MM
HO
S/Y
R
p= 0.99p= 0.073
p= 0.019
-0.4-0.20.00.20.4
MM
HO
S/Y
R
p= 0.65 p= 0.65p= 0.15
4. SMSCG effect
Trends in Annual Data (Kendall Tau)
ALL DATA1920 - 2002
PRE-PROJECT1920 - 1967
POST-PROJECT1968 - 2002
0.00.2
0.40.6
p= 0.37
-55
15
25 p= 0.06
-0.3-0.2-0.10.0
p= 0.048
-0.5
-0.3
-0.1
p= 0.06
-0.6-0.4-0.20.0
p= 0.08
POST SMSCG1988 - 2002
-0.6
-0.4
-0.2
0.0
0.2 ACollinsville
-1.0
-0.5
0.0
0.5BBeldons Landing
-2.0
-1.5
-1.0-0.5
0.0
0.5
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
CPort Chicago
SC
(mm
hos/
cm)
1921-1987
Slope of SC Trend by Month:Pre- SMSCG Operation (1921-1987)
4. SMSCG effect
-0.6
-0.4
-0.2
0.0
0.2
-0.6
-0.4
-0.2
0.0
0.2 ACollinsville
-1.0
-0.5
0.0
0.5
-1.0
-0.5
0.0
0.5BBeldons Landing
-2.0-1.5
-1.0
-0.5
0.00.5
-2.0-1.5
-1.0
-0.5
0.00.5
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
CPort Chicago
SC
(m
mho
s/cm
)
1921-19871988-2002
Slope of SC Trend by Month:Pre (1921-1987) and Post (1988-2002) SMSCG Operation
4. SMSCG effect
Suisun Marsh SalinityControl Gate Effect:
• Works like hell.• Reduces Suisun Marsh salinity in the Fall
(east to west):– S64 6-8 mmhos/cm– Beldons 5-7– S42 4-5– S21 3-4– S35 1-2
4. SMSCG effect
5. Time-Scale Variability
• Decadal, inter-annual, seasonal,spring/neap, sub-tidal, tidal, turbulent.
• Relevant mitigation:– What time-scales and magnitudes of
variability are important to organisms?
Annual Data CV (s/x)
Pre-Project Post ProjectPrecipitation 0.57 0.75Outflow 0.27 0.37Collinsville 0.77 0.82Beldons Landing 0.34 0.45Pt. Chicago 0.25 0.35
5. Time-Scale Variability
Monthly Data CV (s/x)
Pre-Project Post ProjectPrecipitation 1.18 1.42Outflow 1.17 1.21Collinsville 1.17 1.59Beldons Landing 0.95 0.75Pt. Chicago 0.65 0.71
5. Time-Scale Variability
6. Other Salinity Trend Drivers
• Sea level rise ~2mm/year• Climate/Ocean conditions
– (ENSO 3-5 yr, PDO 20-30 yr)
• Coastal upwelling• Climate change and runoff to SF Estuary• Bathymetry: Suisun Bay is erosional since 1922
– Hydraulic mining debris– Reservoir sediment capture– Ship channel dredging– Dredging for levee building
6. Other Salinity Trend Drivers
• Sea level rise ~2mm/year• Climate/Ocean conditions
– (ENSO 3-5 yr, PDO 20-30 yr)
• Coastal upwelling• Climate change and runoff to SF Estuary• Bathymetry: Suisun Bay is erosional since 1922
– Hydraulic mining debris– Reservoir sediment capture– Ship channel dredging– Dredging for levee building
Suisun Bay Bathymetry Change
• Eroded 106 cm since 1922 (Cappiella et al.)• > 100 million cubic meters• How does deepening Suisun Bay affect the
salinity regime? (ask Aaron Miller)
6. Other Salinity Trend Drivers
• We raised elevation of Suisun Bay by 0.75 meters.
6. Other Salinity Trend Drivers
• We raised elevation of Suisun Bay by 0.75 meters.
• Colors represent percentage change in salinity compared to today’s elevation.
6. Other Salinity Trend Drivers
Conclusions
Hydrology• Precipitation has increased slightly since 1920.
Variability is orders of magnitude larger thantrend.
• The seasonal distribution of outflow is changed:Lower April, May, June, higher, July, August,September.
• Long-term trend in outflow = -2.7cms/yr, ~22%reduction.
Conclusions (cont.)
Salinity• Salinity variability is greater in post project
period (coherent with precipitation)• Climate variability overwhelms water project
caused trends.• At Beldons: Up to 1988, salinity was trending
lower between August and December.• Pre-project mean = 6.0, s = 2.1• Post-project mean = 7.5, s = 3.4
Conclusions (cont.)
SMSCG• Reduces Beldons Landing salinity by 5-7
mmhos/cm.
• SMSCG reduces salinity more than salinity wouldhave increased without it.
Conclusions (cont.)
Biology• Salinity is less than ideal May alkali bulrush seed
germination salinity 95% of the time at Beldons.• Water projects have reduced summer/fall salinity
variability some native plants/fishes have usedto competitive advantage.
• Decrease in salinity variability from seasonaloutflow redistribution is probably real, but it’soverwhelmed by climate variability.
Thank You
• Callie Harrison• Victor Pacheco• Marc Vayssieres• Brad Tom• Aaron Miller• Kate Le• Steve Culberson
Manuscript Ideas
• Port Chicago LOESS shows increase from 9 to 12 SC, greater than Collinsville andBlanding. This shows the effect of bay scour.
Port Chicago
Beldons Landing
Collinsville
1. Data and Methods (cont.)
0 5 10 15 20 25
23
45
67
89
10
SEP 9 - NOV 12, 1989
-30-28 -27-26-25 -24-23-22-21-20-18 -17 -16-14-13-12
-6-5-3-2-1 0
1
2
4
5
6
89
10 1112131415
1718
192021222324 2526
2728
29
0 5 10 15 20 25
23
45
67
89
10
AUG 9 - OCT 6, 1994
-29-28-27-26
-20-18 -17-16-15 -13-12-11-1 02
34
5
68
91011
121314
1516
19 2021 2223
242526 2728
2930
0 5 10 15 20 25
23
45
67
89
10
AUG 26 - OCT 25, 1991
-24-23-22-21-20-18-17 -16-15-14-13
-11-10-9 -8-7-6 -5-4 -3-2-1 0
1
2
4 56
78910111213 1415
17 18 19202122
2425262728
2930
0 5 10 15 20 25
23
45
67
89
10
OCT 24 - DEC 12, 1994
-22 -21-20-19
-14-12
-11-10
-9-8 -7-6-5-4-3 -2-1 0
1
2
3
45
789 10 1112
13141516 17
1819
2022
23
24
25
2627
28
29
30
S49 Salinity Response to SMSCG Operation and Delta Outflow
Delta Outflow (TCFS)
TD
S (P
PT
)
Figure xx, Beldons Landing SC response to SMSCG operation and Delta outflow. Negative numbersindicate number of days prior to SMSCG operation, positive numbers indicate number of days since SMSCG operation. The blueline traces the first ten days of response after operation is initiated.
Beldons Landing Response to SMSCG Operation and Delta Outflow
4. SMSCG effect
TD
S (
PP
T)
Delta Outflow (TCFS)