alabama s future without ustainable water resources… · water resources should be managed in a...
TRANSCRIPT
ALABAMA’S FUTURE WITHOUT SUSTAINABLE
WATER RESOURCES? NOT ON OUR WATCH
Marlon Cook
Geological Survey of Alabama
Groundwater Assessment Program
Sustainable Water Resources
• Sustainable Yield: “The water extraction
regime, measured over a specified
planning timeframe, that allows
acceptable levels of stress and protects
dependent economic, social, and
environmental values” (Australia
Department of the Environment, 2013).
Water resources should be managed in a
sustainable manner to support the State's
economy, to protect natural systems by
maintaining a safe yield and to enhance the
quality of life for all citizens.
“Sustainable manner” is defined as the use, development
and protection of water resources at a rate and in a
manner that enables people to meet their current needs
without jeopardizing the ability of future generations to
meet their needs.
“Safe yield” is the amount of water available for withdrawal
without impairing the long-term use of the water source,
including the chemical and physical integrity of the source.
California Water Management Indicators • Goal 1: Sustainable Water Management • Aquifer Declines
Number and estimated capacity of basins with years-long aquifer declines (known as overdraft) or projected future declines.
• Baseline Water Stress (WRI)
Baseline water stress measures total annual water withdrawals (municipal, industrial, and agricultural) expressed as a percent of the total annual available flow. Higher values indicate more competition among users. This indicator was used by the World Resources Institute in the Aqueduct 2.0 project.
• Benefits from Water Management
Equitable distribution of economic and health benefits from water management.
• Completion of Stewardship Actions
The completion of restoration recommendations and key actions during the implementation phase of the process.
• Drought Resilience
The maximum severity of drought during which core water demands can still be met, including social and environmental minimum requirements
• Ecological Footprint
The Ecological Footprint (EF) is a measure of the amount of biological productive land and sea area are required to meet the consumption and waste production patterns of a population or human process.
• Energy Requirements for Water Delivery
Energy required per unit of clean drinking water delivered.
• Equitable Decision-Making Process
Equitable decision-making process for water management, diversity of participating organizations.
• Flood Resilience
The maximum flood that can be experienced without exceeding some amount (e.g., $10 million) in damages.
• Greenhouse Gas Emissions
Greenhouse gas (GHG) emissions from land or water management, industrial/commercial activities, energy production, or transportation
• Groundwater Stress (WRI)
Groundwater stress measures the ratio of groundwater withdrawal relative to its recharge rate over a given aquifer. Values above one indicate where unsustainable groundwater consumption could affect groundwater availability and groundwater-dependent ecosystems. The indicator was used by the World Resources Institute (WRI) in the Aqueduct 2.0 project.
• Historical Drought Severity (WRI)
Drought severity measures the average length of droughts times the dryness of the droughts from 1901 to 2008. The indicator was used by the World Resources Institute in the Aqueduct 2.0 project.
California Water Management Indicators • Historical Flooding Occurrence (WRI)
Flood occurrence is the number of floods recorded from 1985 to 2011. The indicator was used by the World Resources Institute in the Aqueduct 2.0 project.
• Inter-annual Variability (WRI)
Inter-annual variability measures the variation in water supply between years. This indicator was used by the World Resources Institute in the Aqueduct 2.0 project.
• Participation in Local Stewardship
Participation rates in local stewardship by the local stakeholders such as municipalities, indigenous people, irrigation districts, community organizations, watershed associations, conservation groups, and stewardship groups.
• Potentially Unhealthy Water Supply
Number of people whose drinking water supply is potentially unhealthy.
• Storm Resilience
The maximum storm intensity that can occur without causing more than some amount (e.g., $10 million) in damages due to water infrastructure disruptions, including levees and floods
• Sustainable Water Usage
Annual withdrawal of ground and surface water as a percent of total annually renewable volume of freshwater.
• Water Demand
Total agricultural, residential, and commercial water demand, i.e. demand for all uses other than environmental needs and basic human drinking water requirements.
• Water Footprint
The water footprint is the sum of the water used directly or indirectly to produce goods and services consumed by humanity. Agricultural production accounts for most of global water use, but drinking, manufacturing, cooking, recreation, washing, cleaning, landscaping, cooling, and processing all contribute to water use.
• Water Risk (WRI)
Water Risk refers to the risk to water supplies from changes in climate and water withdrawals. The World Resources Institute used this indicator in the Aqueduct 2.0 project.
• Water Scarcity Index
Water scarcity is a function of water availability and water use
• Water Stress Index
Water stress index is typically defined as the relationship between total water use and water availability. The closer water use is to water supply, the more likely stress will occur in natural and human systems. This indicator has been used by the United Nations and others.
• Water Travel Distance
Distance traveled for units of drinking and irrigation water.
Urban
Water
Forest
Disturbed
Agriculture
Land Use/Land Cover Southeastern United States:
The Big Picture of Groundwater Availability and Demand. USGS GAP, 2007
Assessments for Water Resource Management
and Policy Development:
The Big Picture
Effective statewide water management is founded on a number of integrated components that include:
Acquisition of fundamental water resources data including: Water Availability Assessments—Determine how much water of sufficient quality is available
from surface and groundwater sources, current impacts of water production, quantities of
sustainable yield, and strategies for future water source development.
Consumptive Water Use Assessments—Determine how much water is currently used in
specified sectors of society, how much water is returned to the environment, forecasts of
future water use, and strategies for more efficient water production and use.
Instream Flow Assessments—Determine how much water should remain in surface
channels to support fish and wildlife and the functions of natural hydrologic systems, and
impacts of current and future climate and water production.
Establish statewide surface-water and groundwater monitoring networks including:
A comprehensive water resource monitoring network comprised of strategically located real-time
and periodic groundwater level, surface-water discharge, and precipitation
monitoring systems, designed to assess climate and water production impacts.
WHY IS
GROUNDWATER
IMPORTANT IN
ALABAMA?
Source of water-use data,
USGS-OWR Estimated Use of
Water in Alabama 2005
45% of public water supply
by volume is from
groundwater sources.
70% of the geographic area
of Alabama is supplied by
groundwater sources.
Surface water base flow =
10-20% of total discharge
Aquifers
Recharge
Areas
and
Confining
Layers
160
Geologic
Formations
17 Confining
Layers
14 Major
Aquifers
129 Minor
Aquifers
Alabama has
553 Trillion
Gallons of
Groundwater
State-Wide
Groundwater
Assessment
Areas
Surface Water
14 Major Watersheds
47,000 Miles of Perennial
Streams
563,000 Acres of Lakes
33.5 Trillion Gallons of
Surface-Water
42% of Alabama Surface
Water Originates from
Other States
Data from Auburn University
Water Resources Center
State-Wide
Surface-Water
Assessment
Areas
Generalized Stratigraphy
Southeast Alabama
Major Aquifers
Minor Aquifers
Potential New
Aquifer
Aquifer
Recharge
Areas
Components of Groundwater Recharge
Surface-water and Groundwater Interaction
Aquifer Recharge
Aquifer Recharge
Area (mi2) Million g/d Gallons/d/mi2 In/yr
Tuscaloosa Group 643 106.3 165,300 4.4
Eutaw Formation 445 121.9 273,900 5.8
Cusseta Member
Ripley Formation 267 32.9 123,200 2.6
Ripley Formation 453 61.8 136,400 2.9
Providence Formation 569 29.0 51,000 1.1
Clayton Formation 461 78.3 169,800 3.7
Nanafalia Formation 563 133.9 237,800 5.0
Lisbon and Tallahatta
Formations 1,129 269.9 239,100 5.0
Crystal River Formation 1,683 408.4 242,700 5.1
Unconfined or partially confined recharge for aquifers in the
Southeast Alabama pilot project area
Aquifer
Transvissivity
(ft2/d)
Thickness
(ft)
Hydraulic
Gradient (ft/mi)
Recharge
(million gal/d)
Gordo Formation 3,000 175 3.3 6.5
Ripley Formation 7,500 100 11.4 37.8
Clayton Formation 10,000 150 7.5 48.1
Nanafalia Formation 4,470 50 8.3 24.6
Confined recharge for selected aquifers in the
Southeast Alabama pilot project area
0 50 100 150 200 250 300 350 400 450
Tuscaloosa Group/Gordo
Eutaw
Providence
Cusetta
Ripley
Clayton
Nanafalia
Crystal River
Aquifer
Recharge (Mgd)Confined Recharge Volume
Unconfined Recharge Volume
Recharge volumes for unconfined and confined zones of
major aquifers in the southeast Alabama project area
Groundwater in Subsurface Storage
Aquifer
Average
effective
porosity
(percent)
Confined
aquifer area
(fresh water)
(mi2)
Aquifer
potential
productive
interval
thickness
(ft)
Storativity
Available groundwater in
storage
(million ft3) (million gal)
Lower
Cretaceous 28 2,400 350 0.0000044 294.4 2,202.4
Coker Formation 32 4,500 210 0.0000026 293.6 2,196.1
Eutaw and
Gordo
Formations
36 4,000 175 0.0000030 281.0 2,102.3
Ripley Formation 30* 4,600 100 0.0000013 58.4 436.5
Clayton
Formation and
Salt Mountain
Limestone
40* 1,980 325 0.0000019 124.5 931.2
Nanafalia
Formation 30* 2,900 50
0.0000006
2 15.6 116.5
Storativity, related aquifer characteristics, and available groundwater in
storage for major confined aquifers in the project area
When storativity is multiplied by the surface area overlying an aquifer and the average
hydraulic head above the stratigraphic top of a confined aquifer, the product is the
volume of available groundwater in storage in a confined aquifer (Fetter, 1994):
Vw = SA h
_____________
7.9 billion gallons
Groundwater Use, Recharge, and
Subsurface Storage
10
100
1000
10000
Total groundwateruse
Confined aquiferrecharge
Groundwater insubsurface storage
78
117
7,869
Groundwater (millions gallons)
Millions of gallons per day
Initial
Potentiometric
Surface
Map
Clayton
Aquifer
Pre 1970
Current
Potentiometric
Surface
Map
Clayton
Aquifer
Production
Impact
Map
Aquifer
Range of
residual
drawdown
(feet)
Average
capture zone
area
(mi2)
Optimum well spacing
(miles)
Along strike of
hydraulic gradient
direction
Up or down
gradient
direction
Gordo 0-154 1.9 1.5 2.0
Ripley 0-149 2.6 1.0 2.5
Clayton 0-204 2.0 1.0 2.0
Nanafalia 0-189 1.2 1.0 2.0
Tallahatta 1-119 0.5 1.0 1.5
Tuscahoma 31-119 3.5 1.5 2.5
Lisbon 0-33 0.6 1.0 1.0
Crystal River 0-27 1.0 1.0 1.0
Well capture zone and spacing data for
southeast Alabama aquifers
Aquifer Decline Curve Analysis
Water level
decline rate = 4.9 ft/yr
150
155
160
165
170
175
180
185
190
10/2
3/19
78
10/2
8/19
87
7/1/
2003
11/1
/200
3
12/1
/200
3
7/1/
2004
11/1
/200
4
10/1
/200
5
11/1
/200
5
7/1/
2006
11/1
/200
6
7/1/
2007
11/1
/200
7
12/1
/200
7
7/1/
2008
12/1
/200
8
7/1/
2009
11/1
/200
9
7/1/
2010
11/1
/201
0
7/1/
2011
11/1
/201
1
7/1/
2012
11/1
/201
2
7/1/
2013
Measurement Date
Wate
r le
vel
(feet,
belo
w l
and s
urf
ace)
Initial Static Water Level
(1978-2003) Water Level Decline = 36.0 feet
Rate of Water Level Decline = 1.4 feet per year
(2003-2013) Water Level Increase = 16.0 feet
Rate of Water Level Increase = 1.6 feet per year
Hydrograph of Pike County well L-01, a public supply well constructed in the
Ripley aquifer to a depth of 544 ft, screened from 526 to 544 ft bls.
180
190
200
210
220
230
240
250
260
270
280
290
300
310
320
330
1/1/
1954
10/2
3/19
85
3/29
/198
9
10/1
0/19
91
10/1
2/19
94
10/6
/199
8
3/1/
2000
8/1/
2000
12/1
/200
0
7/1/
2001
12/1
/200
1
5/1/
2002
10/1
/200
2
2/1/
2003
10/1
/200
3
3/1/
2004
8/1/
2004
3/1/
2005
8/1/
2005
1/1/
2006
6/1/
2006
10/1
1/20
06
4/1/
2007
9/1/
2007
3/1/
2008
10/1
/200
8
8/1/
2009
9/1/
2010
4/1/
2011
9/1/
2011
3/1/
2012
10/1
/201
2
5/1/
2013
Measurement Date
Wat
er l
evel
(fee
t, b
elo
w l
and
su
rfac
e)
Initial Static Water Level
(2000-2013) Water Level Increase = 24.3 feet
Rate of Water Level Increase = 1.9 feet per year
(1954-2000) Water Level Decline = 128.3 feet
Rate of Water Level Decline = 2.8 feet per year
Hydrograph of Dale County well F-17, a public supply well constructed in the
Ripley aquifer to a depth of 813 ft, with the top of the screen 753 ft bls.
Net
Potential
Productive
Interval
Isopach
Map
Clayton
Aquifer
Net
Potential
Productive
Interval
Isopach
Map
Gordo
Aquifer
Alabama
Groundwater
For
Large-Scale
Irrigation
Hydrograph of Crystal River aquifer irrigation
well X-2, Houston County, Alabama.
105
110
115
120
125
130
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
1994
1995
1996
1997
1998
1999
2000
2001
2002
2003
2004
2005
2006
2007
2008
Measurement date
Wa
ter
leve
l e
leva
tio
n (
ft a
msl)
Average April
water level
Average October
water level
Benefits of Water Resource Sustainability
• Plentiful public water supply
• Sustained and maximized agricultural yields
• Adequate industrial process water
• Waste water assimilation and treatment
• Economic growth
• Habitat and species support
• Quality of life
Questions and Discussion ?
For more information:
Marlon Cook
Director, Groundwater Assessment Program
Geological Survey of Alabama
205-247-3692
www.gsa.state.al.us/