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Water users can be divided into two basic groups: system users (such as residential users, industries, and farmers) and system operators (such as municipalities, state and local governments, and privately owned suppliers). These users can choose from among many different water use efficiency practices, which fall into two categories:
- Engineering practices: practices based on modifications in plumbing, fixtures, or water supply operating procedures
- Behavioral practices: practices based on changing water use habits
This chapter explores a number of water use efficiency practices. The practices have been evaluated by many researchers, and there is a growing body of literature that presents the results of many studies related to water use efficiency.
Water users can be divided into two basic groups: system users (such as residential users, industries, and farmers) and system operators (such as municipalities, state and local governments, and privately owned suppliers). These users can choose from among many different water use efficiency practices, which fall into two categories:
- Engineering practices: practices based on modifications in plumbing, fixtures, or water supply operating procedures
- Behavioral practices: practices based on changing water use habits
This chapter explores a number of water use efficiency practices. The practices have been evaluated by many researchers, and there is a growing body of literature that presents the results of many studies related to water use efficiency.
This chapter addresses the following questions: What's the problem?
What practices might be used to solve it? How effective are they?
What do they cost? Where have they been used successfully? Practices
for system users residential, industrial/commercial, and agricultural
are presented first, followed by practices for system operators.
Practices for Residential Users
The following sections present examples of conservation and water
use efficiency practices that can benefit residential users. Both
engineering and behavioral practices are described.
Engineering Practices
Plumbing
An engineering practice for individual residential water users
is the installation of indoor plumbing fixtures that save water
or the replacement of existing plumbing equipment with equipment
that uses less water. Low-flow plumbing fixtures and retrofit programs
are permanent, one-time conservation measures that can be implemented
automatically with little or no additional cost over their life
times (Jensen, 1991). In some cases, they can even save the resident
money over the long term.
The City of Corpus Christi, for example, has estimated that an
average three-member household can reduce its water use by 54,000
gallons annually and can lower water bills by about $60 per year
if water-efficient plumbing fixtures are used (Jensen, 1991). Further
support for this conclusion is provided below.
Low-Flush Toilets. Residential demands account
for about three-fourths of the total urban water demand. Indoor
use accounts for roughly 60 percent of all residential use, and
of this, toilets (at 3.5 gallons per flush) use nearly 40 percent.
Toilets, showers, and faucets combined represent two-thirds of all
indoor water use. More than 4.8 billion gallons of water is flushed
down toilets each day in the United States. The average American
uses about 9,000 gallons of water to flush 230 gallons of waste
down the toilet per year (Jensen, 1991). In new construction and
building rehabilitation or remodeling there is a great potential
to reduce water consumption by installing low-flush toilets.
Conventional toilets use 3.5 to 5 gallons or more of water per
flush, but low-flush toilets (see figure above) use only 1.6 gallons
of water or less. Since low-flush toilets use less water, they also
reduce the volume of wastewater produced (Pearson, 1993).
Effective January 1, 1994, the Energy Policy Act of 1992 (Public
Law 102-486) requires that all new toilets produced for home use
must operate on 1.6 gallons per flush or less (Shepard, 1993). Toilets
that operate on 3.5 gallons per flush will continue to be manufactured,
but their use will be allowed for only certain commercial applications
through January l, 1997 (NAPHCC, 1992).
Even in existing residences, replacement of conventional toilets
with low-flush toilets is a practical and economical alternative.
The effectiveness of low-flush toilets has been demonstrated in
a study in the City of San Pablo, California. In a 30-year-old apartment
building, conventional toilets that used about 4.5 gallons per flush
were replaced with low-flush toilets that use approximately 1.6
gallons per flush. The change resulted in a decrease in water consumption
from approximately 225 gallons per day per average household of
3® persons to 148 gallons per day per household a savings of 34
percent! Although the total cost for replacement of the conventional
toilets with low-flush toilets was about $250 per unit (including
installation), the water conservation fixtures saved an average
of $46 per year from each unit's water bill. Therefore, the cost
for the replacement of the conventional toilet with a low-flush
toilet could be recovered in 5.4 years.
Toilet Displacement Devices. Plastic containers
(such as plastic milk jugs) can be filled with water or pebbles
and placed in a toilet tank to reduce the amount of water used per
flush. By placing one to three such containers in the tank (making
sure that they do not interfere with the flushing mechanisms or
the flow of water), more than l gallon of water can be saved per
flush. A toilet dam, which holds back a reservoir of water when
the toilet is flushed, can also be used instead of a plastic container
to save water. Toilet dams result in a savings of 1 to 2 gallons
of water per flush (USEPA, l991b).
Low-Flow Showerheads. Showers account for about
20 percent of total indoor water use. By replacing standard 4.5-gallon-per-minute
showerheads with 2.5-gallon-per-minute heads, which cost less than
$5 each, a family of four can save approximately 20,000 gallons
of water per year (Jensen, 1991). Although individual preferences
determine optimal shower flow rates, properly designed low-flow
showerheads are available to provide the quality of service found
in higher-volume models.
Whitcomb (1990) developed a model to estimate water use savings
resulting from the installation of low-flow showerheads in residential
housing. Detailed data from 308 single-family residences involved
in a pilot program in Seattle, Washington, were analyzed. The estimated
indoor water use per person dropped 6.4 percent after low-flow showerheads
were installed (Whitcomb, 1990).
Faucet Aerators. Faucet aerators, which break
the flowing water into fine droplets and entrain air while maintaining
wetting effectiveness, are inexpensive devices that can be installed
in sinks to reduce water use. Aerators can be easily installed and
can reduce the water use at a faucet by as much as 60 percent while
still maintaining a strong flow. More efficient kitchen and bathroom
faucets that use only 2 gallons of water per minute--unlike standard
faucets, which use 3 to 5 gallons per minute--are also available
(Jensen, 1991).
Pressure Reduction. Because flow rate is related
to pressure, the maximum water flow from a fixture operating on
a fixed setting can be reduced if the water pressure is reduced.
For example, a reduction in pressure from 100 pounds per square
inch to 50 psi at an outlet can result in a water flow reduction
of about one-third (Brown and Caldwell, 1984).
Homeowners can reduce the water pressure in a home by installing
pressure-reducing valves. The use of such valves might be one way
to decrease water consumption in homes that are served by municipal
water systems. For homes served by wells, reducing the system pressure
can save both water and energy. Many water use fixtures in a home,
however, such as washing machines and toilets, operate on a controlled
amount of water, so a reduction in water pressure would have little
effect on water use at those locations.
A reduction in water pressure can save water in other ways: it
can reduce the likelihood of leaking water pipes, leaking water
heaters, and dripping faucets. It can also help reduce dishwasher
and washing machine noise and breakdowns in a plumbing system.
A study in Denver, Colorado, illustrates the effect of water pressure
on water savings. Water use in homes was compared among different
water pressure zones throughout the city. Elevation of a home with
respect to the elevation of a pumping station and the proximity
of the home to the pumping station determine the pressure of water
delivered to each home. Homes with high water pressure were compared
to homes with low water pressure. An annual water savings of about
6 percent was shown for homes that received water service at lower
pressures when compared to homes that received water services at
higher pressures.
Gray Water Use. Domestic wastewater composed of
wash water from kitchen sinks and tubs, clothes washers, and laundry
tubs is called gray water (USEPA, 1989). Gray water can be used
by homeowners for home gardening, lawn maintenance, landscaping,
and other innovative uses. The City of St. Petersburg, Florida,
has implemented an urban dual distribution system for reclaimed
water for nonpotable uses. This system provides reclaimed water
for more than 7,000 residential homes and businesses (USEPA, 1992).
Landscaping
Lawn and landscape maintenance often requires large amounts of
water, particularly in areas with low rainfall. Outdoor residential
water use varies greatly depending on geographic location and season.
On an annual average basis, outdoor water use in the arid West and
Southwest is much greater than that in the East or Midwest. Nationally,
lawn care accounts for about 32 percent of the total residential
outdoor use. Other outdoor uses include washing automobiles, maintaining
swimming pools, and cleaning sidewalks and driveways.
Landscape Irrigation. One method of water conservation
in landscaping uses plants that need little water, thereby saving
not only water but labor and fertilizer as well (Grisham and Fleming,
1989). A similar method is grouping plants with similar water needs.
Scheduling lawn irrigation for specific early morning or evening
hours can reduce water wasted due to evaporation during daylight
hours. Another water use efficiency practice that can be applied
to residential landscape irrigation is the use of cycle irrigation
methods to improve penetration and reduce runoff. Cycle irrigation
provides the right amount of water at the right time and place,
for optimal growth. Other practices include the use of low-precipitation-rate
sprinklers that have better distribution uniformity, bubbler/soaker
systems, or drip irrigation systems (RMI, 1991).
Xeriscape Landscapes. Careful design of landscapes
could significantly reduce water usage nationwide. Xeriscape landscaping
is an innovative, comprehensive approach to landscaping for water
conservation and pollution prevention. Traditional landscapes might
incorporate one or two principles of water conservation, but xeriscape
landscaping uses all of the following: planning and design, soil
analysis, selection of suitable plants, practical turf areas, efficient
irrigation, use of mulches, and appropriate maintenance (Welsh et
al., 1993).
Benefits of xeriscape landscaping include reduced water use, decreased
energy use (less pumping and treatment required), reduced heating
and cooling costs because of carefully placed trees, decreased storm
water and irrigation runoff, fewer yard wastes, increased habitat
for plants and animals, and lower labor and maintenance costs (USEPA,
1993).
More than 40 states have initiated xeriscape projects. Some communities
use contests and demonstration gardens to promote public awareness.
El Paso Water Utilities and the Council of El Paso Garden Clubs
sponsor an annual "Accent Sun Country" contest. The contest spotlights
homes that have water-conserving landscapes consisting of plants
and grasses that require only a minimum of supplemental water and
yet beautify the homes. The winning entries are publicized, and
cash prizes are awarded. People are invited to tour the grounds
to get ideas on how they, too, can save water, time, and money while
maintaining an attractive landscape (RMI, 1991). The offices of
the Southwest Florida Water Management District in Tampa and Brooksville
offer free xeriscape tours every month. The tours begin with a slide
show on the principles of xeriscape and continue with a walking
tour of water-saving landscaping (Xeriscape tours, 1993).
Behavioral Practices
Behavioral practices involve changing water use habits so that
water is used more efficiently, thus reducing the overall water
consumption in a home. These practices require a change in behavior,
not modifications in the existing plumbing or fixtures in a home.
Behavioral practices for residential water users can be applied
both indoors in the kitchen, bathroom, and laundry room and outdoors.
In the kitchen, for example, 10 to 20 gallons of water a day can
be saved by running the dishwasher only when it is full. If dishes
are washed by hand, water can be saved by filling the sink or a
dishpan with water rather than running the water continuously. An
open conventional faucet lets about 5 gallons of water flow every
2 minutes (Florida Commission, 1990).
Water can be saved in the bathroom by turning off the faucet while
brushing teeth or shaving. Water can be saved by taking short showers
rather than long showers or baths and turning the water off while
soaping. This water savings can be increased even further by installing
low-flow showerheads, as discussed earlier. Toilets should be used
only to carry away sanitary waste.
Households with lead-based solder in pipes that flush the first
several gallons of water should collect this water for alternative
nonpotable uses (e.g., plant watering).
Water can be saved in the laundry room by adjusting water levels
in the washing machine to match the size of the load. If the washing
machine does not have a variable load control, water can be saved
by running the machine only when it is full. If washing is done
by hand, the water should not be left running. A laundry tub should
be filled with water, and the wash and rinse water should be reused
as much as possible.
Outdoor water use can be reduced by watering the lawn early in
the morning or late in the evening and on cooler days, when possible,
to reduce evaporation. Allowing the grass to grow slightly taller
will reduce water loss by providing more ground shade for the roots
and by promoting water retention in the soil. Growing plants that
are suited to the area ("indigenous" plants) can save more than
50 percent of the water normally used to care for outdoor plants.
As much as 150 gallons of water can be saved when washing a car
by turning the hose off between rinses. The car should be washed
on the lawn if possible to reduce runoff.
Additional savings of water can result from sweeping sidewalks
and driveways instead of hosing them down. Washing a sidewalk or
driveway with a hose uses about 50 gallons of water every 5 minutes
(Florida Commission, 1990). If a home has an outdoor pool, water
can be saved by covering the pool when it is not in use.
Practices for Industrial/Commercial Users
Industrial/commercial users can apply a number of conservation
and water use efficiency practices. Some of these practices can
also be applied by users in the other water use categories.
Engineering Practices
Water Reuse and Recycling
Water reuse is
the use of wastewater or reclaimed water from one application such
as municipal wastewater treatment for another application such as
landscape watering. The reused water must be used for a beneficial
purpose and in accordance with applicable rules (such as local ordinances
governing water reuse). Some potential applications for the reuse
of wastewater or reclaimed water include other industrial uses, landscape
irrigation, agricultural irrigation, aesthetic uses such as fountains,
and fire protection (USEPA, 1992). Factors that should be considered
in an industrial water reuse program include (Brown and Caldwell,
1990):
- Identification of water reuse opportunities
- Determination of the minimum water quality needed for the given
use
- Identification of wastewater sources that satisfy the water
quality requirements
- Determination of how the water can be transported to the new
use
The reuse of wastewater or reclaimed water is beneficial because
it reduces the demands on available surface and ground waters (Strauss,
1991). Perhaps the greatest benefit of establishing water reuse
programs is their contribution in delaying or eliminating the need
to expand potable water supply and treatment facilities (USEPA,
1992). Water recycling is the reuse of water for the same application for which it
was originally used. Recycled water might require treatment before
it can be used again. Factors that should be considered in a water
recycling program include (Brown and Caldwell, 1990):
- Identification of water reuse opportunities
- Evaluation of the minimum water quality needed for a particular
use
- Evaluation of water quality degradation resulting from the use
- Determination of the treatment steps, if any, that might be
required to prepare the water for recycling
Cooling Water Recirculation
The use of water for cooling in industrial applications represents
one of the largest water uses in the United States. Water is typically
used to cool heat-generating equipment or to condense gases in a
thermodynamic cycle. The most water-intensive cooling method used
in industrial applications is once-through cooling, in which water
contacts and lowers the temperature of a heat source and then is
discharged.
Recycling water with a recirculating cooling system can greatly
reduce water use by using the same water to perform several cooling
operations. The water savings are sufficiently substantial to result in overall
cost savings to the industry (see box). Three cooling water conservation
approaches that can be used to reduce water use are evaporative
cooling, ozonation, and air heat exchange (Brown and Caldwell, 1990).
In industrial/commerical evaporative cooling systems, water loses
heat when a portion of it is evaporated. Water is lost from evaporative
cooling towers as the result of evaporation, drift, and blowdown.
(Blowdown is a process in which some of the poor-quality recirculating
water is discharged from the tower in order to reduce the total
dissolved solids.) Water savings associated with the use of evaporative
cooling towers can be increased by reducing blowdown or water discharges
from cooling towers.
The use of ozone to treat cooling water (ozonation) can result
in a five-fold reduction in blowdown when compared to traditional
chemical treatments and should be considered as an option for increasing
water savings in a cooling tower (Brown and Caldwell, 1990).
Air heat exchange works on the same principle as a car's radiator.
In an air heat exchanger, a fan blows air past finned tubes carrying
the recirculating cooling water. Air heat exchangers involve no
water loss, but they can be relatively expensive when compared with
cooling towers (Brown and Caldwell, 1990).
The Pacific Power and Light Company's Wyodak Generating Station
in Wyoming decided to use dry cooling to eliminate water losses
from cooling-water blowdown, evaporation, and drift. The station
was equipped with the first air-cooled condenser in the western
hemisphere. Steam from the turbine is distributed through overhead
pipes to finned carbon steel tubes. These are grouped in rectangular
bundles and installed in A-frame modules above 69 circulating fans.
The fans force some 45 million cubic feet per minute (ft3/min) of
air through 8 million square feet of finned-tube surface, condensing
the steam (Strauss, 1991).
The payback comes from the water savings. Compared to about 4,000
gallons per minute (gal/min) of makeup (replacement water) for equivalent
evaporative cooling, the technique reduces the station's water requirement
to about 300 gal/min (Strauss, 1991).
Rinsing
Another common use of water by industry is the application of deionized
water for removing contaminants from products and equipment. Deionized
water contains no ions (such as salts), which tend to corrode or
deposit onto metals. Historically, industries have used deionized
water excessively to provide maximum assurance against contaminated
products. The use of deionized water can be reduced without affecting
production quality by eliminating some plenum flushes (a rinsing
procedure that discharges deionized water from the rim of a flowing
bath to remove contaminants from the sides and bottom of the bath),
converting from a continuous-flow to an intermittent-flow system,
and improving control of the use of deionized water (Brown and Caldwell,
1990).
Deionized water can be recycled after its first use, but the treatment
for recycling can include many of the processes required to produce
deionized water from municipal water. The reuse of once-used deionized
water for a different application should also be considered by industry,
where applicable, because deionized water is often more pure after
its initial use than municipal water (Brown and Caldwell, 1990).
Landscape Irrigation
Another way that industrial/commercial facilities can reduce water
use is through the implementation of efficient landscape irrigation
practices. There are several general ways that water can be more
efficiently used for landscape irrigation, including the design
of landscapes for low maintenance and low water requirements (refer
to the previous section on xeriscape landscaping), the use of water-efficient
irrigation equipment such as drip systems or deep root systems,
the proper maintenance of irrigation equipment to ensure that it
is working properly, the distribution of irrigation equipment to
make sure that water is dispensed evenly over areas where it is
needed, and the scheduling of irrigation to ensure maximum water
use (Brown and Caldwell, 1990). For additional information on efficient
water use for irrigation, refer to the practices for residential
users and agricultural users in this chapter.
Behavioral Practices
Behavioral practices involve modifying water use habits to achieve
more efficient use of water, thus reducing overall water consumption
by an industrial/commercial facility. Changes in behavior can save water without modifying the existing
equipment at a facility.
Monitoring the amount of water used by an industrial/commercial
facility can provide baseline information on quantities of overall
company water use, the seasonal and hourly patterns of water use,
and the quantities and quality of water use in individual processes.
Baseline information on water use can be used to set company goals
and to develop specific water use efficiency measures. Monitoring
can make employees more aware of water use rates and makes it easier
to measure the results of conservation efforts. The use of meters
on individual pieces of water-using equipment can provide direct
information on the efficiency of water use. Records of meter readings
can be used to identify changes in water use rates and possible
problems in a system (Brown and Caldwell, 1990).
Many of the practices described in the section for residential
users can also be applied by commercial users. These include low-flow
fixtures, water-efficient landscaping, and water reuse and recycling
(e.g., using recycled wash water for pre-rinse).
Practices for Agricultural Users
Engineering Practices
Irrigation
Water-saving irrigation practices fall into three categories: field
practices, management strategies, and system modifications. Field
practices are techniques that keep water in the field, distribute
water more efficiently across the field, or encourage the retention
of soil moisture. Examples of these practices include the chiseling
of extremely compacted soils, furrow diking to prevent runoff, and
leveling of the land to distribute water more evenly. Typically,
field practices are not very costly.
Management strategies involve monitoring soil and water conditions
and collecting information on water use and efficiency. The information
helps in making decisions about scheduling applications or improving
the efficiency of the irrigation system. The methods include measuring
rainfall, determining soil moisture, checking pumping plant efficiency,
and scheduling irrigation.
System modifications require making changes to an existing irrigation
system or replacing an existing system with a new one. Because system
modifications require the purchase of equipment, they are usually
more expensive than field practices and management strategies. Typical
system modifications include adding drop tubes to a center pivot
system, retrofitting a well with a smaller pump, installing surge
irrigation, or constructing a tailwater recovery system (Kromm and
White, 1990).
Water Reuse and Recycling
Agricultural irrigation represents approximately 40 percent of
the total water demand nationwide. Given that high demand, significant
water conservation benefits could result from irrigating with reused
or recycled water.
Water reuse is the use of wastewater or reclaimed water from one application
for another application. Reused water must be used for a beneficial
purpose and in accordance with applicable rules (USEPA, 1991a).
Water recycling is the reuse of water for the same application for
which it was originally intended.
Factors that should be considered in an agricultural water reuse
program include:
- The identification of water reuse opportunities
- Determination of the minimum water quality needed for the given
use
- Identification of wastewater sources that satisfy the water
quality requirements
- Determination of how the water can be transported to the new
use (Brown and Caldwell, 1990)
Water reuse for irrigation is already in widespread use in rural
areas and is also applicable in areas where agricultural sites are
near urban areas and can easily be integrated with urban reuse applications
(USEPA, 1992).
Behavioral Practices
Behavioral practices involve changing water use habits to achieve
more efficient use of water. Behavioral practices for agricultural
water users can be applied to irrigation application rates and timing.
Changes in water use behavior can be implemented without modifying
existing equipment.
For example, better irrigation scheduling can result in a reduction
in the amount of water that is required to irrigate a crop effectively.
The careful choice of irrigation application rates and timing can
help farmers to maintain yields with less water. In making scheduling
decisions, irrigators should consider:
- The uncertainty of rainfall and crop water demand
- The limited water storage capacity of many irrigated soils
- The limited pumping capacity of irrigation systems
- Rising pumping costs as a result of higher energy prices
Local NRCS-Conservation Districts and Cooperative Extension Service
offices can play an important role in promoting better irrigation
scheduling. Accurate information on crop water use requires information
on solar radiation and other weather variables that can be collected
by local weather stations. An additional method that can be used
to improve irrigation scheduling and might result in high returns
is the use of equipment such as resistance blocks, tensiometers,
and neutron probes to monitor soil moisture conditions to help in
determining when water should be applied (Bosch and Ross, 1990).
Practices for System Operators
Engineering Practices
Metering
Metering.
The measurement of water use with a meter provides essential
data for charging fees based on actual customer use. Billing customers
based on their actual water use has been found to contribute directly
to water conservation. Meters also aid in detecting leaks throughout
a water system. In 1977, for example, Boston, Massachusetts, could
not account for the use of 50 percent of the water in its municipal
water system. After installing meters, the city identified leaks
and undertook a vigorous leak detection program (Grisham and Fleming,
1989). Unaccounted-for water dropped to 36 percent after metering
and leak detection programs were started.
Submetering.
Submetering is used in units such as apartments, condominiums,
and trailer homes to indicate water use by those individual units;
the entire complex of units is metered by the main supplier. Submetering
of water use in apartment or business complexes makes it possible
to bill tenants for the water that they actually use rather than
for a percentage of the total water use for the complex. Submetering
makes water users more aware of how much water they use and its
cost, and tenants who conserve water can benefit from lower water
use costs. Submetering is reported to reduce water usage by 20 to
40 percent (Rathnau, 1991).
Leak Detection
One way to detect leaks is to use listening equipment to survey
the distribution system, identify leak sounds, and pinpoint the
exact locations of hidden underground leaks. As mentioned in the
previous section, metering can also be used to help detect leaks
in a system.
An effective way to conserve water is to detect and repair leaks
in municipal water
systems. Repairing leaks controls the loss of water that water
agencies have paid to obtain, treat, and pressurize. The early detection
of leaks also reduces the chances that leaks will cause major property
damage. When water leaks from a system before it reaches the consumer,
water agencies lose revenue and incur unnecessary costs. Such costs
should provide an incentive for system operators to implement a
leak detection program.
Programs for finding and repairing leaks in water mains and laterals
(conduits) might be cost-effective in spite of their high initial
costs. Leak detection programs have been especially important in
cities that have large, old, deteriorating systems (RMI, 1991).
Water Main Rehabilitation
A water utility can improve the management and rehabilitation of
a water distribution network by using a distribution system database.
Using the database can help to lower maintenance costs and can result
in more efficient use of the water resource. The database can help
the utility manager to set priorities and efficiently allocate rehabilitation
funds (Habibian, 1992). A comprehensive database should include
information on the following:
- The characteristics of the system's components, such as size,
age, and material
- The condition of mains, such as corrosion
- Soil conditions or type
- Failure and leak records
- Water quality
- High/low pressure problems
- Operating records, such as pump and valve operations
- Customer complaints
- Meter data
Operating and rehabilitation costs
Water Reuse
Another practice that should be considered by water system operators
who operate publicly owned treatment works is the reuse of treated
wastewater. As discussed earlier, water reuse is the use of wastewater or reclaimed water from
one application for another application. Some potential applications
for water reuse include landscape irrigation, agricultural irrigation,
aesthetic uses such as fountains, industrial uses, and fire protection
(USEPA, l991a). These factors should be considered in a water reuse
program:
- The identification of water reuse opportunities
- The determination of the minimum water quality needed for the
given use
- The identification of wastewater sources that satisfy the water
quality requirements
- The determination of how the water can be transported to the
new use (Brown and Caldwell, 1990)
Well Capping
Well capping is the capping of abandoned artesian wells whose rusted
casings spill water in a constant flow into drainage ditches. In
Seminole County, Florida, state hydrologists estimate that 1,500
abandoned artesian wells are discharging 54 Mgal/d. To put that
in perspective, utilities in Seminole County pump less than 40 Mgal/d.
The cost to plug such wells is about $750 (1990 dollars) per well.
The state legislature has required that all such wells be capped
beginning in 1993 (Florida Commission, 1990).
Planning and Management Practices
In addition to engineering practices, system operators can use
several other practices to conserve water or improve water use efficiency.
Pricing
Information and education promoting conservation do not appear
to be effective by themselves in achieving a conservation goal without
at the same time imposing significant price increases to provide
a financial incentive to conserve water (Martin and Kulakowski,
1991). Customers use less water when they have to pay more for it
and use more when they know they can afford it. However, most people
consider water to be a "free good" and are not willing to pay higher
prices that reflect the true costs associated with the water delivered
to their homes. Rate structures have the advantage of avoiding the
costs of overt regulation, restrictions, and policing while retaining
a greater degree of individual freedom of choice for water customers.
Overall charges for water service increased at an average compound
rate of 7 percent per year during the 1980s nearly double the rate
of inflation (Russet and Woodcock, 1992). There is concern over
"price gouging" due to increased water rates (Collinge, 1992). Some
pricing has been objected to on the grounds that it can lead to
a substantial excess of revenues over costs an excess that might
be inequitable and, in some states, unconstitutional (Collinge,
1992).
Water utility managers must establish and design water rates that
meet revenue requirements and are fair and equitable to all customer
classes in the water system. This task involves the following procedures:
- Determination of the water utility's total annual revenue requirements
for the period for which the rates are to be in effect
- Determination of service costs by allocation of the total annual
revenue requirements to the basic water system cost components
and distribution of these costs to the various customer classes
in accordance with their service requirements
- Design of water rates to recover the cost of service from each
class of customer (Mui et al., 1991)
Several price rate structuring alternatives are available for water
system operators.
Increasing Block Rate, or Tiered, Pricing. Increasing
block rate, or tiered, pricing reduces water use by increasing per-unit
charges for water as the amount used increases. For example, the
first volume of water (block) used is charged a base rate, the second
block is charged the base rate plus a surcharge, and the third block
is charged the base rate plus a higher surcharge. It is necessary
to increase real prices significantly to overcome the effects of
conservation (Martin and Kulakowski, l991).
For example, as the cost of water increased in Tucson, Arizona,
residents used 33 percent less water between 1974 and 1980. A 10
percent increase in water rates provided about 3 percent more revenue
while triggering a 7 percent reduction in use (Billings and Day,
1989). Using seasonal increasing block rate pricing during summer
and winter months, to encourage year-round conservation, resulted
in estimated water savings for the single-family residential class
in Tucson of an average 2.23 Mgal/d during 1983-1986 (Cuthbert,
1989).
Decreasing Block Rate Pricing. Decreasing block
rate prices reflect per-unit costs of production and delivery that
go down as customers consume more water.
The monthly water use records of 101 customers were measured in
a study of municipal water use in the city of Denton, Texas. Summer
water use records from 1976 to 1980 during a decreasing block rate
period were compared to summer use records from 1981 to 1985 during
an increasing block rate period. It was found that the decreasing
block rate scenario encouraged greater water use, whereas the increasing
block rate scenario resulted in a reaction to the price increase
and a corresponding decrease in water use (Nieswiadomy and Molina,
1989).
Time-of-Day Pricing. Time-of-day pricing charges
users relatively higher prices during a utility's peak use periods.
Because customers are sensitive to price increases, these charges
curtail demand. Time-of-day pricing can cut generating capacity
and reduce reliance on expensive secondary fuel sources (Sexton
et al., 1989).
Water Surcharges. A water surcharge imposes a
higher rate on excessive water use. The customer pays more money
per gallon for water use that is considered higher-than-average.
Surcharges include unit surcharges, winter/ summer ratios, and
alternative seasonal rates. The unit surcharge method establishes
a threshold level for excess consumption based on average daily
per capita or per-household consumption. A surcharge is imposed
for all water use above that threshold level. For the winter/summer
ratio, metered water use during the winter period is compared to
consumption during the corresponding summer period, and a higher
rate or surcharge is imposed for water consumption above the average
winter use. Typically, an increase in usage of 14-20 percent occurs
during the summer. Under an alternative seasonal rate structure,
all water used during the summer or peak season is billed at a higher
rate than that used during the other seasons. The increased rate
is applied to all customers at all water-use levels (Schlette and
Kemp, 1991).
Retrofit Programs
Retrofit programs are another tool system operators can use to
promote water use efficiency practices. Retrofitting involves the
replacement of existing plumbing equipment with equipment that uses
less water. The most successful water-saving fixtures are those
which operate in the same manner as the fixtures they are replacing--for
example, toilet tank inserts, shower flow restrictors, and low-flow
showerheads. (For more information, refer to the practices for residential
users.) As discussed previously, retrofit programs are permanent,
one-time conservation measures that can be implemented with little
or no additional cost over their lifetimes (Jensen, 1991).
A retrofit program can involve the use of education programs to
let users know which fixtures are best, where to get them, and how
to install them. System operators can also purchase water-efficient
fixtures and resell them at cost to the users, but the most successful
retrofit programs have been those in which the system operator purchases,
distributes, and installs the fixtures (AWWA, n.d.).
Retrofit programs have been shown to be cost-effective and useful
in conserving water in many cases. An apartment building in New
England with 151 units was retrofitted with low-flow showerheads
and faucet aerators at a cost of $1,074. As a result of the retrofit
1,725,000 gallons of water, $8,590 for energy, and $980 for water
were saved in 1 year (AWWA, n.d.). In another retrofit program,
the Lower Colorado River Authority installed low-flow showerheads
and toilet dams in an apartment complex and public housing program
in Marble Falls, Texas. Indoor per capita water use was reduced
by 21 percent (from 81 to 64 gal/cap/day) in the apartment complex
and was reduced 11 percent (from 102 to 91 gal/cap/day) in the public
housing program (Jensen, 1991).
Current use of low-flow toilets throughout Texas could reduce the
need to build new water and wastewater treatment plants by 15 percent,
resulting in a savings of as much as $3.4 billion during the next
50 years. Residential water and sewer bills could also be reduced
by as much as $200 million over the long term. The Texas Water Development
Board estimates that the use of water-efficient plumbing fixtures
should save a typical four-member household 55,800 gallons of water
and $627 in reduced water and energy costs per year. The Board estimates
that the use of low-flow fixtures might reduce water use statewide
by 805 Mgal/d by the year 2040 (Jensen, 1991).
Retrofit programs can be combined with water audit programs (discussed
below) to further improve potential water savings.
Residential Water Audit Programs
Residential water audit programs involve sending trained water
auditors to participating family homes, free of charge, to encourage
water conservation efforts. Auditors visit participating homes to
identify water conservation opportunities, such as repairing leaks
and low-flow plumbing, and to recommend changes in water use practices
to reduce home water use. The audit programs try to stretch existing water supplies by getting
water users to use water more efficiently (Whitcomb, 1990). The
largest percentage of indoor use comes from bathing and toilet flushing.
Therefore, the bathroom is an ideal place for water system operators
to focus water conservation efforts (Grisham and Fleming, 1989).
Public Education
Public education programs can be used to inform the public about the basics
of water use efficiency:
- How water is delivered to them
- The costs of water service
- Why water conservation is important
- How they can participate in conservation efforts
Public education is an essential component of a successful water
conservation program. A number of tools can be used to educate the public: bill inserts, feature articles and announcements
in the news media, workshops, booklets, posters and bumper stickers,
and the distribution of water-saving devices. Public school education
is also an important means for instilling water conservation awareness
(Grisham and Fleming, 1989).
Another way to provide public information and education, as well
as to collect real-world data on water conservation and use efficiency,
is through the use of demonstration projects. In Tucson, Arizona,
the Casa del Agua, a single-family home, has been used to demonstrate
and study water conservation and reuse techniques and technologies.
In 1985, the University of Arizona designed and retrofitted the
Casa del Agua with water-conserving fixtures, a rainwater harvesting
system, gray water reuse and storage systems, and drought-tolerant
plants. Measurements of water use and water quality at the Casa
del Agua have provided a useful collection of data for evaluating
the possible benefits of conservation techniques and technologies
in a residential home (Karpiscak et al., 1991).
A study of water demand in the United States using American Water
Works Association (AWWA) data indicated that water users are more
sensitive to a change in price in the South and the West than in
the other regions of the country. Public education appears to have
reduced water usage in the West.
A heightened awareness of water's scarcity might make educational
programs more effective in the West than in the rest of the country
(Nieswiadomy, 1992).
Index of Water Efficiency
An index of water efficiency, or "W-Index," can be used as a device
to evaluate residential water savings and as a way to motivate water
users to adopt water-saving practices. A W-Index can serve as a
measure of the effectiveness of water efficiency features in a home.
The index provides a calculated numerical value for each dwelling
unit, which is derived from the number and kind of water-saving
features present, including indoor and outdoor water savers and
water harvesting or recycling systems. Architects, builders, appraisers,
homeowners, water suppliers, or water management agencies can use
the W-Index as a basis for evaluating the water-saving capability
of any particular single- or multi-family dwelling unit (DeCook
et al., 1988).
Typically, an overall W-Index rating of W-50 would be considered
fair, W-80 good, and W-110 excellent, based on a specific set of
community water conservation goals (DeCook et al., 1988). The W-Index
has been applied to the Casa del Agua, the Tucson, Arizona, water
conservation demonstration home discussed in the preceding section.
The Casa del Agua received a value of W-139. The index was applied
to about 30 other homes in the Tucson area, with resulting values
ranging from W-75 to W-100.
Planning for Resource Protection
Monitoring and managing land use and waste disposal practices around
water supply sources can potentially reduce the need for new water
supply development and keep water treatment costs to a minimum (Gollnitz,
1988). Adverse effects on a water supply source can be lessened
through land use controls such as land preservation, nonregulatory
and regulatory watershed programs, environmental assessment requirements,
and zoning (Gollnitz, 1988). The protection of a water source by
a utility can range from simple sanitary surveys of a watershed
to the development and implementation of complex land use controls.
Water supply source protection should play an important role in
the overall management of a municipal water utility. Contamination
of a water source can result from point and nonpoint sources of
pollution such as chemical spills, waste discharges, or the improper
use and runoff of insecticides and herbicides. The contamination
of a water supply source can result in the need to develop expensive
treatment systems or to find new sources for water supply.
Drought Management Planning
When less rain falls than usual, there is less water to maintain
normal soil moisture, stream flows, and reservoir levels and to
recharge ground water. Falling levels of surface waters create unattractive
areas of exposed shoreline and reduce the capacity of surface waters
to dilute and carry municipal and industrial wastewater. Water quality
often decreases as water quantity decreases, adversely affecting
fish and wildlife habitats. In addition, dry conditions make trees
more prone to insect damage and disease and increase the potential
for grass and forest fires (TVA, n.d.).
A drought management
plan should address a range of issues, from political and technical
matters to public involvement. Managing a resource essential to
people's welfare during disaster and dealing with the associated
emotional, economic, and physical consequences makes drought management
a very challenging task.
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