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General Groundwater Concepts for GSP Development in Sonoma Valley - - PowerPoint PPT Presentation
General Groundwater Concepts for GSP Development in Sonoma Valley - - PowerPoint PPT Presentation
General Groundwater Concepts for GSP Development in Sonoma Valley Sonoma Valley Groundwater Sustainability Agency Advisory Committee Meeting May 8, 2018 sonomacountygroundwater.org Presentation Overview 1. Aquifer Properties and Groundwater
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Presentation Overview
- 1. Aquifer Properties and Groundwater Movement
- 2. Groundwater Levels and Surface Water-Groundwater
Interaction
- 3. Groundwater Quality
- 4. Groundwater Budgets and Models
- 5. Questions & Discussion
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Hydrologic Cycle
US Geological Survey Circular 1139
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Aquifer Materials: Porosity and Specific Yield
- Specific Yield = Amount of water that
drains from an unconfined aquifer
- 20% Specific Yield example:
- 1 cubic foot of aquifer material
yields 0.2 cubic feet of water
- 2 inches of recharge can raise
groundwater levels nearly one foot
Material Porosity Specific Yield Clay 50% 2% Sand 25% 22% Gravel 20% 19%
Modified from Heath, 1983
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Aquifer Materials: Hydraulic Conductivity
Hydraulic Conductivity: Ability of aquifer materials to transmit water Darcy’s Law of Groundwater Flow (Q)
- Hydraulic conductivity (K)
- Hydraulic gradient (i)
- Cross-sectional area of flow (A)
Q = KiA Common methods for estimating Hydraulic Conductivity:
- Aquifer Testing (pumping a well and measuring
responses in nearby wells)
- Aquifer material type (eg, infer from driller’s or
geologist’s descriptions from well logs)
- Numeric Modeling
- Geophysical Surveys
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Most Data on Aquifer Properties from Well Logs
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Sonoma Valley Hydrogeologic Setting
Complex Geology:
- Intermixed sedimentary and volcanic
deposits
- Layers have been uplifted, tilted and faulted
Sonoma Valley Groundwater Basin
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Groundwater Movement Between Recharge and Discharge
U.S. Geological Survey Circular 1139
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Unconfined and Confined Aquifers
Direct recharge to confined aquifers often limited by laterally extensive clay layers
Harter, UC Division of Ag and Natural Resources, Publication 8083
Pumping equal amounts of groundwater from unconfined and confined aquifers will result in larger groundwater-level declines in confined aquifers.
Heath, USGS Water Supply Paper 2220
Groundwater-level = Water Table Groundwater-level = Pressure Head
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Groundwater Levels Change Seasonally and Climatically
Well Hydrograph, Groundwater and the Rural Homeowner, U.S. Geological Survey
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Groundwater Levels Change When Discharge Exceeds Recharge
Well Hydrograph, Water Well Database, California Department of Water Resources
- 40
- 30
- 20
- 10
10 20 1948 1958 1968 1978 1988 1998 Groundwater Elevation
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Courtesy The Nature Conservancy
“Gaining Stream”
Groundwater – Surface Water Connection
Groundwater Affects Stream Flow “Gaining Stream”
High Groundwater Levels Groundwater Maintains Stream Flow
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“Losing Stream”
Groundwater – Surface Water Connection
Groundwater Affects Stream Flow “Losing Stream”
Pumping Lowers Groundwater Levels Stream Loses Flow to Groundwater
Courtesy The Nature Conservancy
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“Losing Stream”
Groundwater – Surface Water Connection
Groundwater Affects Stream Flow “Losing Stream”
Pumping Lowers Groundwater Levels Stream Loses Flow to Groundwater Groundwater Levels Below Stream Channel
Courtesy The Nature Conservancy
sonomacountygroundwater.org Seepage to Groundwater Exceeds Stream Flow
Dry Stream
Groundwater – Surface Water Connection
Groundwater Affects Stream Flow “Dry Stream”
Seepage to Groundwater Exceeds Stream Flow Dry Stream Channel (Intermittently or Year-round) Dry Stream Channel (Intermittently or Year-round) Pumping Lowers Groundwater Levels Stream Loses Flow to Groundwater
Courtesy The Nature Conservancy
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Sonoma Valley: Seepage Runs
Discharge Segments
(Groundwater flows into Stream)
- Most of Sonoma Creek
- Most of Calabazas
- Lower reaches of Fryer and
Nathanson
Recharge Segments
(Stream recharges Groundwater)
- Sonoma Creek near Kenwood
- Carriger
- Upper reaches of Fryer and
Nathanson
- Portion of Felder Creek
May 2010
Paired Gauge Location
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Paired Stream/Groundwater Monitoring Location
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Groundwater Quality
Contaminant Hydrogeology, C.W. Fetter, 1992
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Salinity In Groundwater is a Concern
Salinity Sources:
- Historical Brackish Water Beneath
Tidal Marshlands
- Thermal Water
- Deep Groundwater from Older
Formations
- macountygroundwater.org
Groundwater Budget
Inflows
Inflow From Adjacent Aquifers
Natural Land Surface Percolation Streambed Percolation
Outflows s
Well Pumping Streambed Discharge Groundwater Evapotranspiration Surface Discharge
Outflow To Other Aquifers
son
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Aquifer System and Groundwater Budget Responses to Groundwater Pumping
Undeveloped Aquifer System: Natural Recharge = Natural Discharge to surface water, ET, and springs Developed Aquifer System: Sources of water to pumping wells = Some combination of:
- 1. increased recharge (conversion of
gaining to losing streams)
- 2. reduction/capture of natural
discharge to surface water/ET, and
- 3. removal of stored groundwater
- Natural Recharge ≠ Basin Sustainable Yield
- Under SGMA Sustainable Yield is set at amount of
groundwater that can be pumped without causing an undesirable result.
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Groundwater Flow Model
Integrated Hydrologic Model
- Climatically driven agricultural
demands
- Improved streamflow simulation
- Incorporation of surface water
diversions
- Recycled Water deliveries
- Representation of land use trends and
changes
- Uncertainty analysis to better
understand and convey applicability and limitations of the model Example Model Uses
- Estimate hydrologic budget
- Identify recharge areas
- Evaluate water-resource management
strategies
- Evaluate climate-change impacts
- Evaluate effects of changes in land-
use
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SGMA Undesirable Results
(1) Chronic lowering of groundwater levels indicating a significant and unreasonable depletion of supply if continued over the planning and implementation horizon. (2) Significant and unreasonable reduction of groundwater storage. (3) Significant and unreasonable seawater intrusion. (4) Significant and unreasonable degraded water quality, including the migration of contaminant plumes that impair water supplies. (5) Significant and unreasonable land subsidence that substantially interferes with surface land uses. (6) Depletions of interconnected surface water that have significant and unreasonable adverse impacts on beneficial uses of the surface water.
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