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GEOS 3310 Lecture Notes: WaterResources
Dr. T. Brikowski
Spring 2012
file:waterSupply.tex,v (v. 1.37), printed April 5, 2012
Hydrologic Cycle
1
IntroductionThe hydrologic cycle is defined by the movement of H2O
between its major reserviors (large accumulations, e.g. oceans;
Fig. 1.)
• two almost-separate cycles, one over ocean, other over land
• much natural recycling of water takes place (Fig. 2)
• some surprises, e.g. Antarctica receives the least precipitation
of any continent, yet has abundant H2O [as ice, Table 13.1,
Keller, 2011]
• water residence time can be important, e.g. water may be
stored in ice and snow for 10’s of thousands of years [as ice,
Table 13.1, Keller, 2011]2
Hydrologic Cycle
Figure 1: The hydrologic cycle, from [Fig. 13.3, Keller, 2011].
3
Fluxes in the Hydrologic Cycle
Figure 2: Fluxes in the hydrologic cycle, from [Fig. 13.4,
Keller, 2011].
4
Declining Resources
Water stress (limited or inadequate safe water supply) is
becoming more prevalent, as population grows and climate
warms:
• world wide water stress (pg. 61) increasing rapidly, causing
much suffering and potential war. See also decadal summary
• dire warnings of persistent drought and loss of water resources
in the future
– California Central Valley, aquifers losing water at ≈1.2 inyr
[Famiglietti et al., 2011, see graphics at NYTimes ,]
– Lake Mead, NV
∗ persistent drought since 2000 has reduced water levels5
∗ see animation of lake shrinkage
∗ projections indicate 50% chance Lake Mead will “dry
up” by 2021 unless usage changes drastically
∗ U.S. Bureau of Reclamation indicates potential for basin-
wide water emergency as early as Summer 2011
– Great Plains
∗ Texas Panhandle - aquifer depletion coming soon! (Fig.
3)
∗ failed reservoirs, including Optima Lake in Oklahoma,
Lake Meredith near Amarillo
– Australia : Extended drought reduces rice crop by 98%,
leading to worldwide food shortages
– India, agriculture in west depends on overpumping of
aquifers (Fig. 4), see also MSNBC “Thirsty Planet” videos
(slide )6
• Climate Change: more evaporation everywhere, but
continental precipitation moves toward coasts and poles
7
High Plains Aquifer Lifetime
MidlandOdessa
Lubbock
Amarillo40
27
20
New
Mex
ico
Texa
s
Ok l ahoma
Texas
P r a i r i e D o g T o w n F o r k R e d R i v e r
C a n a d i a n R i v e r
Co l o r a d o R i v e r
B r a z o s R i v e r
GLASSCOCKMIDLANDECTOR
HOWARDMARTINANDREWS
BORDENDAWSONGAINES
GARZALYNNTERRYYOAKUM
DICKENSCROSBYLUBBOCKHOCKLEYCOCHRAN
MOTLEYFLOYDHALELAMBBAILEY
BRISCOESWISHERCASTROPARMER
DONLEYARMSTRONGRANDALLDEAFSMITH
WHEELERGRAYCARSONPOTTEROLDHAM
HEMPHILLROBERTSHUTCHINSONMOOREHARTLEY
LIPSCOMBOCHILTREEHANSFORDSHERMANDALLAM
Estimated UsableAquifer Lifetime
Estimated UsableAquifer Lifetime
0 10 20 30 40 505
Miles
Perennial StreamInterstateMajor RoadCounty BoundaryOgallala Aquifer ExtentOutside of TexasLand Surface Over the Ogallala Aquifer in West Texas
Less than 15 years16 to 30 years31 to 50 years51 to 75 years76 to 100 yearsGreater than 100 years
Water Table Rising
No Saturated Thickness Changebetween 1990 and 2004
Already Below 30 feet
Figure 3: Projections for usable lifetime of Ogallalla Aquifer,
Texas Panhandle. From TTU .
8
India Groundwater Declines
Figure 4: India annual pumping as fraction of recharge. From
NASA .
9
California Snowpack Reduction
Figure 5: Projected climate-change-related changes to California
snowpack. From Climate Change and Water Resources Factsheet . Lake
Lavon can hold 275,000 acre-ft of water.
10
Rainfall-Runoff
11
Watersheds
A watershed (drainage basin) is “an area of ground in which
any drop of water falling within it will leave via the same stream
or river” [see Fig. 13.6 Keller, 2008]
• useful designation for managing water resources by allowing
water balance over small parts of the earth, e.g. the
Metroplex
• boundaries are typically topographic divides or ridgelines
• inherently defined by runoff, which is the portion of
precipitation that moves horizontally on the ground surface
• runoff can take a variety of paths to streams in humid [see12
Fig. 10.5a Keller, 2000] and arid climates [see Fig. 10.5b
Keller, 2000]
13
Controls on Runoff
A variety of factors control runoff:
• geologic factors: primarily surface permeability (e.g. bare
rock sheds 100% of precipitation as runoff, just as pavement
does)
• physiographic factors
– extremely elongate basins are often extremely “flashy”,
flooding quickly with high discharge (e.g. The Narrows
of Zion National Park). Conversely wide basins are often
slow to produce floods
– slope generally determines the amount of runoff and time
of development of flood peaks14
• climate: worst flooding and erosion/sediment transport is
usually associated with infrequent high-magnitude storms
(e.g. desert areas)
• biological factors: density and type of vegetation. Generally
the thicker and taller, the longer it takes a flood to develop
after precipitation event (see also Soils and Environ notes)
15
Sediment Yield
In addition to water, streams carry sediment:
• the volume or mass of sediment passing a point per unit time
is the sediment yield
• in general, larger basins have larger “water yield” (discharge),
but smaller sediment yield, because of increased deposition
in their lower reaches (see typical stream profile )
16
Groundwater
17
Definitions
• groundwater is that water found below ground
• it is the major source of water for most of the Western U.S.,
30% of total use in the U.S. [see Fig. 13.21, Keller, 2011].
• distributed in three major zones underground: saturatedzone, vadose or unsaturated zone (separated by the watertable) and capillary fringe [see Fig. 10.6, Keller, 2000]
• movement of water in the saturated zone is controlled by the
distribution of more permeable aquifers and less permeable
aquitards [see Fig. 13.10, Keller, 2011]18
• aquifers may have the water table within them, in which case
they are termed unconfined. If the water table lies above
the aquifer top it is termed confined. [see Fig. 13.10, Keller,
2011]
• confined aquifers are naturally protected from direct
contamination, and may exhibit other beneficial features
like artesian conditions [see Fig. 13.11a, and Fig. 13.11b
Keller, 2011]
• many areas in the Western U.S. began with artesian wells
(Fig. 6), e.g. Waco, the “Geyser City”
• sometimes a localized or temporary saturated zone develops
above the normal water table. This is referred to as perchedconditions [see Fig. 13.10, Keller, 2011]
19
• groundwater is replenished by recharge, which is the
percolation of precipitation downward into an unconfined
aquifer
• groundwater is reduced by groundwater discharge, which is
often into surface water bodies or springs
• groundwater can be removed by pumping, which generates a
cone of depression in the water table (or “artesian pressure
surface”) [see Fig. 13.13, Keller, 2011]
20
Artesian Well, Las Vegas 1912
Figure 6: Artesian well in Las Vegas, NV, 1912. Continued water
extraction lowered water table and well ceased flowing by 1930. After USGS
Circular 1182 .
21
Groundwater Movement
Groundwater movement is controlled by two main variables:
• hydraulic gradient, which is essentially the slope of the water
table (water flow is driven by gravity, so the greater the slope,
the greater the flow rate)
• hydraulic conductivity, the ability of rock to transmit water.
In general the same idea as permeability. Both depend on
the number and size of rock pores (porosity), and especially
how well-connected those pores are to each other
22
Groundwater-Surface Water Interaction
Groundwater extensively interacts with surface water
(streams, lakes, etc.):
• streams may be characterized as gaining (“effluent”), and
flow all year (like Cottonwood Creek on campus). Aquifers
supply water to these streams [see Fig. 13.10, Keller, 2011]
• other streams may be losing (“influent”) water to aquifers
23
Water Supply
24
Water Budget
In determining sustainable use of water resources, a waterbudget is a crucial tool:
• the water budget for the U.S. illustrates the general
distribution of water fluxes, and confirms the predominance
of surface water flow in the eastern U.S. [see Fig. 10.12,
Keller, 2000]
• Ogallala (High Plains) Aquifer
– this is the main water supply for much of the mid-west
[see Fig. 13.14a, Keller, 2011]
– production in excess of recharge results in groundwateroverdraft, resulting in severe drop in water table. These
25
have been as high as 30 m in the panhandle of Texas [see
Fig. 14.14b, Keller, 2011] and good summary in USGS
Factsheet
• often drought, when precipitation is greatly reduced, will lead
to temporary overdraft situations
26
Desalination
A feasible alternative when mildly saline waters are avaiable:
• becoming increasingly affordable (see cost evolution
summary )
– until recently a boiling (“flash”) process was used,
consuming much electricity
– since 1990 “membrane technologies” (i.e. reverse osmosis)
have become increasingly affordable
– still, “desal” is most viable in areas with abundant energy
and severe water shortages, e.g. the Middle East , where
75% of the world’s desalination is done
• relatively few such plants operate in the U.S.:27
– mostly in Florida, e.g. Tampa Bay, FL , where traditional
freshwater sources are at their limit
– El Paso, TX using brackish groundwaters. Currently the
world’s largest inland desal plant
• really a last resort in the U.S., see “ Desalination,
With a Grain of Salt A California Perspective ’
http://www.pacinst.org/reports/desalination/
• also recent NAS history & summary
28
Optima Lake, OK
Figure 7: Optima Reservoir, OK, never more than 5% full.
Groundwater mining dried up inflowing streams. See also
USACOE map .29
Groundwater Mining and Reservoirs
Figure 8: Optima Reservoir, OK inflow and groundwater levels.
After Wahl and Tortorelli [1996]. See also Kansas streamflow
changes .30
Edwards Aquifer, TX
Figure 9: The Edwards Aquifer of Texas and associated
hydrologic boundaries and management zones [Fig. 13.A,
Keller, 2011]. See Edwards Aquifer website for general info.31
Edwards Cross-Section
Figure 10: Cross-section across the Edwards Aquifer of Texas.
After San Antonio Water System .
32
Water Sources: U.S.
• average water usage in U.S. is about 30% groundwater (Fig.
11)
• U.S. water usage trends:
– Consumptive water use up steadily
– ratio of groundwater to surface water also generally up,
partly due to climate (recent droughts led to increased
groundwater extraction)
– since about 1980 water use down slightly, but
ground/surface water ratio increasing (Fig. 11)
• Current water supply status: good websites for drought
status include:33
– U.S.: merged drought indicators
– U.S. Real Time Streamflow website (USGS)
34
Total Water Usage in the U.S., 1950-2005
Figure 11: Total water usage by source in the U.S., 1950-2005.
Groundwater use is steadily increasing, total and surface water
use has leveled off [Hutson et al., 2004] (really Kenny 2009).
35
Colorado River Hydrologic Basin
Figure 12: Colorado River Basin and legal-hydrologic features, after
Barnett and Pierce [Fig. 1, 2008]. See also Owen-Joyce and Raymond
[1996] and Keller [Fig. 13.C, 2011].36
Colorado River Profile
Figure 13: Topographic profile of Colorado River, showing
river gradient and major impoundments. After Keller [p. 281,
1996].
37
Colorado River Water Allocation
Figure 14: Colorado River Basin Compact allocation and
average discharge. After Keller [p. 282, 1996].
38
City Water Usage, Texas, 2006
RIC
HA
RD
SO
N
La
s V
eg
as,
NV
PL
AN
O
MID
LA
ND
AM
AR
ILL
O
WA
CO
DA
LL
AS
FO
RT
WO
RT
H
AU
ST
IN
Tuc
son,
AZ
SA
N A
NT
ON
IO
EL
PA
SO
HO
US
TO
N
100
120
140
160
180
200
220
240
260
280
Per-Capita Water Use 2006
Ga
llons
/Ca
pit
a/D
ay
(GP
CD
)
Figure 15: 2006 Estimated water usage for Texas cities with population
greater than 95,000. Richardson has the greatest usage, nearly double that
of San Antonio, and higher than Las Vegas. Data from TWDB .
39
U.S. Drought Status
Figure 16: Blended drought monitor for U.S. “A” is agricultural
(plant-health) drought, “H” is hydrologic (water supply)
drought. After National Drought Mitigation Center .
40
Dallas Water Supply
41
Dallas Reservoir System
Figure 17: Dallas water reservoir system showing major existing
sources of Dallas drinking water. After Dallas City Engineer .
See TWDB for current levels.42
Projected Water Shortfall
Figure 18: Projected Dallas Metroplex water shortfall given current supply
sources. Note per-capita use projected to increase, and population projected
to be 9.5 million by 2050. After Region C Water Plan .43
Metroplex Planned Reservoirs
Figure 19: Metroplex planned (ovals) and existing reservoirs (gray).
Note pumping costs from eastern reservoirs high, water at Marvin Nichols
would cost about $50/ac-ft, and $250/ac-ft upon delivery at Dallas. Land
acquisition for Fastrell failed in 2009-10. After Dallas Water Plan .44
Conservation Alternative
Figure 20: Conservation requirements to meet projected shortfall. With
22% reduction in Metroplex per-capita water use, no new reservoirs would
be needed. San Antonio reduced its demand by 30% in the last decade.
After Sierra Club .45
Managing Water Supply
46
Management Options
• conservation: target the largest uses
– Encourge efficient irrigation
∗ agriculture utilzes 70% of water resources nationwide
∗ residential use: 60% for outdoor irrigation (Fig. 21)
– Richardson has a 5-tiered pricing scheme , where water
gets more expensive as more is used per site
– that encourages conservation, except in some extreme
cases (Fig. 22)
• protect recharge areas (Fig. 23)
• water importation from other basins (e.g. Oklahoma for
NTX)
47
Residential Water Use Categories
Figure 21: Residential water use categories, outdoor irrigation is largest,
followed by toilet. After NAS .
48
Wealthy Immune to Incentives?
Figure 22: Extreme water use at Crowe residence, Highland Park After
Dallas Morning News .
49
Recharge Zone Protection
Figure 23: Recharge zone protection in Austin, TX. After Duke
University .
50
Other Resources
51
Useful Links
This is intended to be an ever-evolving list of useful links on
the general topic of this note set.
• NBC “Thirsty Planet” series, e.g. American West
• USGS study of groundwater use in Las Vegas, NV . Good
example of the general issues of groundwater mining.
• California state summary of projected climate and water
supply changes
• historical summary of scientific articles about climate change
and water supplies in the U.S. (emphasizing Colorado River
Basin)52
• concerns in New York that natural gas drilling will pollute
surface watershed for NYC
• BBC graphics slideshow (Apr. 2010) on impending water
stress
• NOAA Winter 2011 outlook indicates strong La Nina effects
again
• looming water shortages may lower rating of municipal
bonds
• good but brief summary of the issues worldwide, by U.S.
National Academies
• NTMWD wetland does final polish of reused water, which53
is then pumped back to Lake Lavon for storage
54
Bibliography
55
Tim P. Barnett and David W. Pierce. When will Lake Mead go dry? Water Resour. Res., 44(W03201), 29 March 2008. doi: 10.1029/2007WR006704. URL http://www.agu.org/journals/pip/wr/2007WR006704-pip.pdf.
J. S. Famiglietti, M. Lo, S. L. Ho, J. Bethune, K. J. Anderson, T. H. Syed, S. C. Swenson,C. R. de Linage, and M. Rodell. Satellites measure recent rates of groundwater depletion inCalifornia’s Central Valley. Geophys. Res. Lett., 38(3):L03403, Feb 2011. ISSN 0094-8276.doi: 10.1029/2010GL046442. URL http://dx.doi.org/10.1029/2010GL046442.
S. S. Hutson, N. L. Barber, J. F. Kenny, K. S. Linsey, D. S. Lumia, and M. A. Maupin. Estimateduse of water in the united states in 2000. Circular 1268, U. S. Geol. Survey, Reston, VA,May 2004. URL http://water.usgs.gov/pubs/circ/2004/circ1268/.
E. A. Keller. Environmental Geology. Prentice Hall, Upper Saddle River, NJ, 1996. 7th Ed.,ISBN 0-02-363281-X.
E. A. Keller. Environmental Geology. Prentice Hall, Upper Saddle River, NJ, 8th edition, 2000.ISBN 0-13-022466-9.
E. A. Keller. Introduction to Environmental Geology. Prentice Hall, 4th edition, 2008.ISBN 9780132251501. URL http://www.pearsonhighered.com/educator/academic/product/0,3110,0132251507,00.html.
E. A. Keller. Introduction to Environmental Geology. Prentice Hall, 5th edition, 2011.ISBN 9780321727510. URL http://www.pearsonhighered.com/educator/product/Introduction-to-Environmental-Geology-5E/9780321727510.page.
S. J. Owen-Joyce and L. H. Raymond. An accounting system for water and consumptive usealong the colorado river, hoover dam to mexico. Water-supply paper, U.S. Geol. Survey,Washington, D.C., 1996.
K. L. Wahl and R. L. Tortorelli. Changes in flow in the Beaver-North Canadian River BasinUpstream from Canton Lake, Western Oklahoma. Water Resour. Investig. 96-4304, U. S.Geol. Survey, Reston, VA, 1996.
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