1 riparian aquifer water budgets, climate and vegetation change t. meixner, j. hogan, j. stromberg,...
TRANSCRIPT
1
Riparian Aquifer Water Budgets, Riparian Aquifer Water Budgets, Climate and Vegetation ChangeClimate and Vegetation Change
T. Meixner, J. Hogan, J. Stromberg, K. Baird, T. Meixner, J. Hogan, J. Stromberg, K. Baird, M. Baillie, L. Klassner, P. Brooks, D. Goodrich, M. Baillie, L. Klassner, P. Brooks, D. Goodrich, H. Ajami, L. Vionnet, C. Vionnet, L. de la Cruz, H. Ajami, L. Vionnet, C. Vionnet, L. de la Cruz, A. McCoy, S. Simpson, C. Soto, S. TreeseA. McCoy, S. Simpson, C. Soto, S. Treese
University of Arizona – Hydrology and Water Resources, University of Arizona – Hydrology and Water Resources, SAHRA, Arid LandsSAHRA, Arid Lands
Arizona State University – Department of BiologyArizona State University – Department of Biology
USDA-ARS Southwest Watershed Research CenterUSDA-ARS Southwest Watershed Research Center
2
Where does water in the river come from?– Basin groundwater– Flood driven bank storage and riparian aquifer recharge– Human related sources – agricultural returns and WWTP
Are source and vegetation related? How important are floods?
– Annual and decadal scale variability could influence.– Seasonality of flooding – winter vs summer vs managed
What about this is important for management?– Floods are important– Mechanism not completely understood so specific plans of
action are not yet possible
OverviewOverview
3
Riparian Water SourceRiparian Water Source
δ18O
-70
-60
-50
-40
-10 -9 -8 -7 -6
Riparian Wellsδ
2 HCharleston BaseflowHighway 90 BaseflowHereford BaseflowPalominas BaseflowLMWL
Basin GW
MonsoonRunoff
• Isotopes of water – natural tracer of source
• Riparian wells span range between end members
• Baseflow skewed toward monsoon runoff
• Quantify % using simple mixing model
• Uncertainty associated with runoff end member
4
Huachuca M
ountains
San Pedro River
Palominas
Hereford
Highway 90
Charleston
5 0 5Kilometers
N
Losing Reach
Legend:
Gaining Reach
Springs Surface WaterPrecipitationMountain Block
Wells
Mountain Front Wells
Basin Wells
Riparian Wells
Perennial Stream
Intermittent Stream
Losing/Gaining reach data from Stromberg et al. (in preparation); flow permanence data from the Nature Conservancy
Arizona
Sonora, Mexico
Study Area
New
Mexico
Nev
ada
Cal
ifor
nia
Utah
Figure 1: Map of the study area. Sampling locations are noted by symbols. The river is divided into wet and dry reaches using data collected by the Nature Conservancy in June of 2003. Additionally, information on condition classes, dividing the riparian area into gaining and losing reaches (Stromberg et al., in press), is included along the river. Blue areas are gaining, and green areas are losing; the outline of the reaches corresponds to the extent of the San Pedro River National Conservation Area. Note the presence of the Palominas surface water sampling site in a losing reach, whereas the Hereford, Highway 90, and Charleston sampling sites are located in gaining reaches.
Huachuca M
ountains
San Pedro River
Palominas
Hereford
Highway 90
Charleston
5 0 5Kilometers
N
Losing Reach
Legend:
Gaining Reach
Springs Surface WaterPrecipitationMountain Block
Wells
Mountain Front Wells
Basin Wells
Riparian Wells
Perennial Stream
Intermittent Stream
Losing/Gaining reach data from Stromberg et al. (in preparation); flow permanence data from the Nature Conservancy
Arizona
Sonora, Mexico
Study Area
New
Mexico
Nev
ada
Cal
ifor
nia
Utah
Huachuca M
ountains
San Pedro River
Palominas
Hereford
Highway 90
Charleston
5 0 5Kilometers5 0 5Kilometers
NN
Losing Reach
Legend:
Gaining Reach
Springs Surface WaterPrecipitationMountain Block
Wells
Mountain Front Wells
Basin Wells
Riparian Wells
Perennial Stream
Intermittent Stream
Losing/Gaining reach data from Stromberg et al. (in preparation); flow permanence data from the Nature Conservancy
Arizona
Sonora, Mexico
Study Area
New
Mexico
Nev
ada
Cal
ifor
nia
Utah
Figure 1: Map of the study area. Sampling locations are noted by symbols. The river is divided into wet and dry reaches using data collected by the Nature Conservancy in June of 2003. Additionally, information on condition classes, dividing the riparian area into gaining and losing reaches (Stromberg et al., in press), is included along the river. Blue areas are gaining, and green areas are losing; the outline of the reaches corresponds to the extent of the San Pedro River National Conservation Area. Note the presence of the Palominas surface water sampling site in a losing reach, whereas the Hereford, Highway 90, and Charleston sampling sites are located in gaining reaches.
WET
MOIST
DRY
15
Gaining vs LosingGaining vs LosingBasin Groundwater in Riparian Wells
Groundwater inflow from south?
Depth of Well (ft)
Perc
en
t B
asin
Gro
un
dw
ate
r
0%
20%
40%
60%
80%
100%
0 50 100 150 200
Gaining Reach Losing Reach
16
Pool and Coes (1999)
Demonstrate decrease in summer flows over 20th century
Little change in winter flows
Flood recharge of riparian aquifer increasing? decreasing?
Annual
Summer
Winter
Run
off
18
Importance of Alluvial Aquifers in Semi-Arid Systems
– Riparian ecosystems (Stromberg et al)– Physical integrators (Hogan)– Provide water for human and ecological systems
Take home message– We know flood recharge is an important water source in
the San Pedro.– We know it is affected by climate related flood variability – But we do not understand the mechanism and the
dynamic link to climate.
20
SWAT - Nutrient Flood FlowsKINEROS – Sediment Flood Flows
Flood Flows
Basin Groundwater
Nutrient Rich Downstream Flood Waters
In River/Riparian ET/ Nutrient Processing MODFLOW/KINEROS/CENTURY/HYDRUS
23
Decadal Scale Climate VariabilityDecadal Scale Climate VariabilityRiparian Vegetation Change Riparian Vegetation Change EPA STAREPA STAR
1) Riparian aquifer recharge depends on flood characteristics and dominates in reaches with minimal regional aquifer connection.
2) Riparian vegetation structure responds non-linearly as riparian aquifers are dewatered and thresholds for survivorship are exceeded.
3) Decadal scale climate variability alters riparian ecosystem water budgets and ecosystem structure and function.
24
Mexico GroundwaterG1
0
2
4
6
8
10
12
-11.5 -10.5 -9.5 -8.5 -7.5 -6.5 -5.5 -4.5
Mountain Block Wells Mountain Front Wells Basin Wells Riparian WellsSprings
PalominasHerefordHighway 90
Charleston
SO
4/C
l
δ18O (‰)
Huachuca Mountain Basin Groundwater
G2
Palominas Baseflowand Groundwater
Monsoon FloodwaterR1
Hereford (Coes)Highway 90 (Coes)Charleston (Coes)
Charleston Baseflowand Groundwater
Average Winter FloodwaterR2
Mexico Basin GroundwaterMule Mountain Basin Groundwater
Mule Mountain Basin GroundwaterG3
R1-G2 Mixing Line( = 10% increment)
Mexico GroundwaterG1
0
2
4
6
8
10
12
-11.5 -10.5 -9.5 -8.5 -7.5 -6.5 -5.5 -4.5
Mountain Block Wells Mountain Front Wells Basin Wells Riparian WellsSprings
PalominasHerefordHighway 90
Charleston
SO
4/C
l
δ18O (‰)
Huachuca Mountain Basin Groundwater
G2
Palominas Baseflowand Groundwater
Monsoon FloodwaterR1
Hereford (Coes)Highway 90 (Coes)Charleston (Coes)
Charleston Baseflowand Groundwater
Average Winter FloodwaterR2
Mexico Basin GroundwaterMule Mountain Basin Groundwater
Mule Mountain Basin GroundwaterG3
R1-G2 Mixing Line( = 10% increment)
26
0
1
2
3
4
5
6
7
8
9
10
10:00 15:00 20:00 1:00 6:00
Dis
char
ge, m
3/s
17 July ‘01
0
2
4
6
8
10
12
14
16
4:00 9:00 14:00 19:00 0:00 5:00
Hour
6 Aug ‘02
Huth et al. 2006
27
Alluvial Aquifer Monsoon RechargeAlluvial Aquifer Monsoon Recharge Is this water “new”? This effects current sustainable flow calculations
– Traditional assumption is basin groundwater budget need not account for floods
– Assumption needs to be reassessed Monsoon flood recharge may not be “additional water”
– Old water versus new water debate– Mechanism may be similar here– Flood waters observed may have simply displaced existing
water– Flood wave water may have been added to the “top” of the
aquifer What fraction of flood waters are basin groundwater? How much of monsoon water presence in alluvial aquifer
displaces existing groundwater versus adds new water to alluvial aquifer?
28
Alluvial AquifersAlluvial Aquifers Science
– Semi-arid systems ideal to study alluvial aquifers– Isolation from hillslope processes– Mechanism of interaction, storage and release
Interesting interaction between storm behavior (Huth et al. 2006)
And seasonal to inter-annual behavior (Baillie and Hogan 2006)
Broader Impacts– Critical for
Sustaining streamflow Sustaining vegetation
– Susceptible to Human Impacts Changes in Flood Patterns Changes in Climate
29
0
2
4
6
8
10
12
14
0 1 2 3 4 5 6
ET (mm/day)
dept
h (m
)
Mesquite
Cottonw ood
Tamarisk
Sacaton
Evap0
2
4
6
8
10
12
14
0 1 2 3 4 5 6
ET (mm/day)
dept
h (m
)
Mesquite
Cottonw ood
Tamarisk
Sacaton
0
2
4
6
8
10
12
14
0 1 2 3 4 5 6
ET (mm/day)
dept
h (m
)
Mesquite
Cottonw ood
Tamarisk
Sacaton
San Pedro Riparian
Seasonal ET curves
Spring ET
Summer ET
Fall ET
Work from U of A and ARS has resulted in seasonal ET rate curves for major plant functional groups
30
SWAT - Nutrient Flood FlowsKINEROS – Sediment Flood Flows
Flood Flows
Basin Groundwater
Nutrient Rich Downstream Flood Waters
In River/Riparian ET/ Nutrient Processing MODFLOW/KINEROS/CENTURY/HYDRUS
31
QuestionsQuestions Are other places like San Pedro and Rio Grande?
– Stromberg et al. Are condition classes transferable?– de la Cruz - PhD student UA - How do alluvial aquifers function
on the Verde and Rio San Miguel?– Merino - soon to matriculate PhD student at UA - How do
alluvial aquifers function in Hassayampa and Bill Williams What is stability of Vegetation Classification developed for
San Pedro?– Stromberg et al.
How do alluvial aquifer systems influence sustained water quality?
– Spatial and temporal variability and structure? Soto-Lopez– Large floodplain agricultural system of Rio Grande interaction
with river? Oelsner
32
Questions ContinuedQuestions Continued What is mechanism of surface-groundwater
interaction?– Simpson - UA MS Hydrometric isotopic tracer linkage– Treese - UA MS - Biological or physical clogging –
importance of floods– Coupling KINEROS MODFLOW - Vionet and MS student
top be named What is role and impact of climate variability?
– Hogan, Baird, Meixner Stromberg EPA project– H. Ajami PhD UA– Merino soon PhD UA– MS student to be named later
33
2.0
2.5
3.0
3.5
4.0
4.5
5.0
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
Distance (m)
March May
River Flow
Sulfate/Chloride Ratio near San Pedro House
34
San Pedro Changes in RunoffSan Pedro Changes in Runoff
Pool and Coes, 1999
•Decline in runoff•No change in PPT•Change in intensity?•Vegetation change?
•Decline in baseflow•Change in flood recharge?
35
0
1
2
34
5
6
7
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov DecMonth of Year
Mo
nth
ly F
low
m3 s
-1
San Pedro Hassayampa Santa Maria
Comparison of Monthly Stream Flow from Three Rivers
36
-12 -11 -10 -9 -8 -7 -6-80
-75
-70
-65
-60
-55
-50
-45
-40
δ18O (‰)
δ2H
(‰)
Legend:SpringsMountain Block WellsMountain Front WellsBasin WellsRiparian WellsAvg. Summer PrecipAvg. Winter PrecipMixing LineWinter PrecipContribution
Basin Groundwater
Riparian Groundwater
100%
75%
50%
25%
0%
75%
Figure 3: Stable isotopic composition of groundwater. Values for springs, mountain block wells, and mountain front wells are represented as the average value ±1σ and are discussed in detail in Wahi et al. (in preparation). Summer precipitation average is for April 15 through October 15, and winter average is for October 15 through April 15.
-12 -11 -10 -9 -8 -7 -6-80
-75
-70
-65
-60
-55
-50
-45
-40
δ18O (‰)
δ2H
(‰)
Legend:SpringsMountain Block WellsMountain Front WellsBasin WellsRiparian WellsAvg. Summer PrecipAvg. Winter PrecipMixing LineWinter PrecipContribution
Basin Groundwater
Riparian Groundwater
100%
75%
50%
25%
0%
75%
-12 -11 -10 -9 -8 -7 -6-80
-75
-70
-65
-60
-55
-50
-45
-40
δ18O (‰)
δ2H
(‰)
Legend:SpringsMountain Block WellsMountain Front WellsBasin WellsRiparian WellsAvg. Summer PrecipAvg. Winter PrecipMixing LineWinter PrecipContribution
Basin Groundwater
Basin Groundwater
Riparian Groundwater
Riparian Groundwater
100%
75%
50%
25%
0%
75%
Figure 3: Stable isotopic composition of groundwater. Values for springs, mountain block wells, and mountain front wells are represented as the average value ±1σ and are discussed in detail in Wahi et al. (in preparation). Summer precipitation average is for April 15 through October 15, and winter average is for October 15 through April 15.
SUMMER
WINTER
37
Huachuca M
ountains
San Pedro River
Palominas
Hereford
Highway 90
Charleston
5 0 5Kilometers
N
Losing Reach
Legend:
Gaining Reach
Springs Surface WaterPrecipitationMountain Block
Wells
Mountain Front Wells
Basin Wells
Riparian Wells
Perennial Stream
Intermittent Stream
Losing/Gaining reach data from Stromberg et al. (in preparation); flow permanence data from the Nature Conservancy
Arizona
Sonora, Mexico
Study Area
New
Mexico
Nev
ada
Cal
ifor
nia
Utah
Figure 1: Map of the study area. Sampling locations are noted by symbols. The river is divided into wet and dry reaches using data collected by the Nature Conservancy in June of 2003. Additionally, information on condition classes, dividing the riparian area into gaining and losing reaches (Stromberg et al., in press), is included along the river. Blue areas are gaining, and green areas are losing; the outline of the reaches corresponds to the extent of the San Pedro River National Conservation Area. Note the presence of the Palominas surface water sampling site in a losing reach, whereas the Hereford, Highway 90, and Charleston sampling sites are located in gaining reaches.
Huachuca M
ountains
San Pedro River
Palominas
Hereford
Highway 90
Charleston
5 0 5Kilometers
N
Losing Reach
Legend:
Gaining Reach
Springs Surface WaterPrecipitationMountain Block
Wells
Mountain Front Wells
Basin Wells
Riparian Wells
Perennial Stream
Intermittent Stream
Losing/Gaining reach data from Stromberg et al. (in preparation); flow permanence data from the Nature Conservancy
Arizona
Sonora, Mexico
Study Area
New
Mexico
Nev
ada
Cal
ifor
nia
Utah
Huachuca M
ountains
San Pedro River
Palominas
Hereford
Highway 90
Charleston
5 0 5Kilometers5 0 5Kilometers
NN
Losing Reach
Legend:
Gaining Reach
Springs Surface WaterPrecipitationMountain Block
Wells
Mountain Front Wells
Basin Wells
Riparian Wells
Perennial Stream
Intermittent Stream
Losing/Gaining reach data from Stromberg et al. (in preparation); flow permanence data from the Nature Conservancy
Arizona
Sonora, Mexico
Study Area
New
Mexico
Nev
ada
Cal
ifor
nia
Utah
Figure 1: Map of the study area. Sampling locations are noted by symbols. The river is divided into wet and dry reaches using data collected by the Nature Conservancy in June of 2003. Additionally, information on condition classes, dividing the riparian area into gaining and losing reaches (Stromberg et al., in press), is included along the river. Blue areas are gaining, and green areas are losing; the outline of the reaches corresponds to the extent of the San Pedro River National Conservation Area. Note the presence of the Palominas surface water sampling site in a losing reach, whereas the Hereford, Highway 90, and Charleston sampling sites are located in gaining reaches.
38
Mexico GroundwaterG1
0
2
4
6
8
10
12
-11.5 -10.5 -9.5 -8.5 -7.5 -6.5 -5.5 -4.5
Mountain Block Wells Mountain Front Wells Basin Wells Riparian WellsSprings
PalominasHerefordHighway 90
Charleston
SO
4/C
l
δ18O (‰)
Huachuca Mountain Basin Groundwater
G2
Palominas Baseflowand Groundwater
Monsoon FloodwaterR1
Hereford (Coes)Highway 90 (Coes)Charleston (Coes)
Charleston Baseflowand Groundwater
Average Winter FloodwaterR2
Mexico Basin GroundwaterMule Mountain Basin Groundwater
Mule Mountain Basin GroundwaterG3
R1-G2 Mixing Line( = 10% increment)
Mexico GroundwaterG1
0
2
4
6
8
10
12
-11.5 -10.5 -9.5 -8.5 -7.5 -6.5 -5.5 -4.5
Mountain Block Wells Mountain Front Wells Basin Wells Riparian WellsSprings
PalominasHerefordHighway 90
Charleston
SO
4/C
l
δ18O (‰)
Huachuca Mountain Basin Groundwater
G2
Palominas Baseflowand Groundwater
Monsoon FloodwaterR1
Hereford (Coes)Highway 90 (Coes)Charleston (Coes)
Charleston Baseflowand Groundwater
Average Winter FloodwaterR2
Mexico Basin GroundwaterMule Mountain Basin Groundwater
Mule Mountain Basin GroundwaterG3
R1-G2 Mixing Line( = 10% increment)