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-11 - Florida State University Ringling Conservation Center
Sarasota, FL
Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
3--Mechanical Redesign
Redesign
The goals for The Florida State University Ringling Conservation Center redesign is to reduce
energy consumed by the building as well as provide a means to meet the design conditions
specified by the owner. These design conditions are to maintain the building conditions at 70°F
and 50% relative humidity at all times in areas of the building that will contain art work. The
first redesign is actually an addition to the current building mechanical system. The proposal is
to add energy recovery wheels to all eight of the building air handlers to reduce the cooling coil
load. The wheels will hopefully also be able to help humidify and heat in the winter. The
second redesign is to evaluate the effectiveness of using thermal storage in the campus chiller
plant. Both cases of load leveling and full storage will be evaluated.
Supporting Information for Selected Redesign
Energy Usage
Approximately 90% of the United States energy use comes from Fossil Fuel, mainly oil, natural
gas and coal. In the United States 71% of our electricity is generated using thermal means; i.e.
burning fossil fuels. While this has proven to be an effective way for the United States to
produce electricity, heat and cool buildings, power factories and run vehicles it is becoming
detrimental to our environment. In the process of burning these fossil fuels Nitrogen Oxides
(NOx), Sulfur Oxides (Sox), Carbon Dioxide (CO2), Carbon Monoxide (CO), Volatile Organic
Compounds (VOC) and particulates are produced. These emissions are released into our
environment. They produce many harmful effects to not only our environment but to our health
as well. Acid precipitation results from the solution of nitrogen and sulfur oxides to give a
mixture of nitrous, nitric, sulfurous and sulfuric acids. Carbon Monoxide and Carbon Dioxide
lead to “Greenhouse Effect”. The “Greenhouse Effect” is heating of the environment because
heat loss from the surface of the earth through the atmosphere is reduced by reflection of infrared
radiation from gases and vapors such as CO2 and water vapor. CO and CO2 form CFC’s
(Chlorofluorocarbons) that lead to ozone depletion. The ozone protects us from the harmful
effects of extra ultra-violet radiation from the sun, which ultimately leads to skin cancer and
-12 - Florida State University Ringling Conservation Center
Sarasota, FL
Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
other health affects such as VOC’s in sunlight react with ozone to produce highly reactive
compounds that attack the human lungs. No one quit knows its full effects yet but changes in our
climate have been documented and contributed to global warming.
According to DOE (Department of Energy) HVAC (Heating Ventilating and Air Conditioning)
Systems in commercial and residential buildings accounts for 40-60% of energy consumption in
the United States. The graphs below come from Energy Consumption Characteristics of
Commercial Building HVAC Systems written by Detlef Westphalen and Scott Koszalinski for the
DOE. From Figure 3.1 it can be seen that the south uses the most energy of any U.S. region and
about 83% of the energy used by the south is consumed by HVAC.
Figure 3.1 Energy Usages in the United States
It has taken years to get our energy production and consumption to the point at which they are
now, it will also take years to turn it back around. There are many ways to reduce energy
consumption though. One of the main ways is by using renewable recourses to produce energy
(wind energy, geothermal energy, Solar, Hydro-electric and biomass). HVAC loads can be
reduced by using higher efficiency equipment and/or less energy consuming equipment. This
would include but is not limited too: low e glass, tighter building envelopes, energy reduced
-13 - Florida State University Ringling Conservation Center
Sarasota, FL
Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
equipment (such as Energy Star rated), energy reduced light fixtures, day lighting, water
reducing fixtures, economizers, heat recovery systems, and cogeneration,
The Florida State University Ringling Conservation Center is located in Sarasota Florida.
Reduction in energy usage in this area is very important to our environment as well as our health.
Florida Power and Light will supply the Florida State University Ringling Conservation Center.
They offer some incentives for reduces electricity consumption:
• Rebates are available for energy efficient equipment including lighting, air conditioning,
chillers, thermal storage, insulation and window treatments, and other custom measures.
• Free Business Energy Evaluations are also offered, providing comprehensive analysis of
facility energy use and recommendations for cost-effective energy efficiency
improvement.
• The Business Custom Incentive Program rewards innovations that trim at least 25 kW
from peak demand. To qualify for a business custom incentive, the project must differ
from other FPL conservation programs and pass the FPL’s energy conservation test.
Indoor Air Quality (IAQ)
In general terms IAQ is how the indoor air affects the health and well-being of those exposed to
it. In more technical terms IAQ is defined by how indoor air satisfies three basic requirements
for human occupancy:
1. Thermal acceptability.
2. Maintenance of normal concentrations of respiratory gases.
3. Dilution and removal of contaminants and pollutants to levels below health or odor discomfort thresholds.
IAQ is not a simple nor is it easily defined. It is a constantly changing interaction of complex
factors. These factors affect the types, levels, and importance of pollutants in indoor
environments. They include: sources of pollutants or odors; design, maintenance and operation
of building ventilation systems; moisture and humidity; and occupant perceptions and
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Sarasota, FL
Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
susceptibilities. In addition, there are many other psychological factors that affect comfort or
perception of IAQ.
Some of the issues with IAQ today are:
• The Environmental Protection Agency (EPA) has estimated that we spend 90% of our
time indoors • Statistics show that 1 out of 5 Americans suffer from allergies caused by substances
found in the home and office.
• Asthma-
o In adults, asthma can develop in response to irritants in the workplace -
chemicals, dusts, gases, moulds and pollens.
o Nearly one in 13 school-aged children has asthma
o Asthma is the leading cause of school absenteeism due to a chronic illness,
accounting for over 14 million missed school days per year
o Deaths related to asthma have risen 40% in the past two decades.
• Indoor Air Quality problems can result in discomfort, acute health effects, and/or chronic
health effects for the building occupants
• Mild effects of poor IAQ are: irritation of the eyes, nose, and throat, headaches,
dizziness, and/or fatigue
• Serious effects of poor IAQ: respiratory cancer, chronic obstructive pulmonary disease or
immunologic disorders
• Poor indoor air quality can result in a decrease in productivity of workers and larger
numbers of absenteeism’s.
NOTE: The health effects associated with indoor air pollutants is difficult to access since
documented cases are hard to come by. Health effects may show up immediately or years later as
a result of pollutants. Health effects associated with chronic low-level exposure to common
indoor air pollutants still remain unexplored.
-15 - Florida State University Ringling Conservation Center
Sarasota, FL
Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
Sick Building Syndrome (SBS) has been an increasing research topic in recent years. SBS can be
defined as a persistent set of symptoms occurring in greater than 20% of those exposed, with
cause(s) not recognizable, and complaints/symptoms relieved after exiting the building.
Diagnosis of SBS is primarily based upon the exclusion of other disease and is determined
essentially by perception. These symptoms include but are not limited to: eye, nose or throat
irritation, headaches, fatigues and dizziness, difficulty in concentration, irritability, Dry skin,
rashes, Nasal congestion, difficulty in breathing, nose bleeds and nausea. These symptoms lead
to what is known as building related illness (BRI). Some BRI’s are hypersensitivity pneumonitis,
pontiac fever, legionnaire's disease and humidifier fever. The World Health Organization
(WHO) estimates that 30% of all commercial buildings exhibit signs of "sick" tendencies.
Poor IAQ can be contributed to the pollutants inside a building. Pollutants inside the building
can come from:
• Outside- cars, trucks, etc.
• Electrical equipment- computers, copy machines, printers, etc.
• Cleaning supplies- floor wax, carpet deodorizers, air fresheners ,etc.
• Cigarette smoke
• Off Gassing - new carpeting, furnishings, etc.
• Insulation and window coverings
• Pressed wood products
• Microbes such as mold and fungi – often mold develops in standing water within
the mechanical system and is then distributed throughout the building in the
supply air
• Etc.!!
Without proper ventilation these pollutants make it into our lungs instead of returned to the
mechanical equipment and exhausted or filtered.
-16 - Florida State University Ringling Conservation Center
Sarasota, FL
Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
One of the main causes of the increase in building pollutants over the years is the change in
building design and operation. In the 1970’s energy conservation attempts “tighten” buildings
designs. Buildings do not breathe (infiltration and exfiltration) like they used to. Another attempt
at conserving energy is made by owners. Building owners will partially or fully close outdoor air
dampers to reduce energy consumption. They have also been cutting costs on needed
maintenance to mechanical equipment, thus equipment is not being changed or cleaned
adequately. This results in inadequate ventilation for building occupants.
Another cause of poor indoor air quality is using a building for other purposes than it was
designed to be used for. Often there are too many people in an area, resulting in the inability of
the ventilation system to be affective in this area. Also, the addition of electrical equipment
and/or furniture in an area can add to the pollutants and load in the room not allowing for proper
ventilation.
Problems arise when ventilation systems, in an effort to save energy, do not bring in adequate
amounts of outdoor air. The ventilation requirements set by ASHRAE Standard 62 require a
certain amount of outdoor air to be brought into the building at all times. Unfortunately this does
not always occur. Inadequate ventilation can occur if the air supply and return vents within each
room are blocked or placed in such a way that outdoor air does not actually reach certain areas of
the building. Improperly located outdoor air intake vents can also bring in air contaminated with
automobile and truck exhaust, boiler emissions, fumes from dumpsters, or air vented from
restrooms. Finally, ventilation systems can be a source of indoor pollution themselves by
spreading biological contaminants that have multiplied in cooling towers, humidifiers,
dehumidifiers, air conditioners or the inside surfaces of ventilation duct work.
In a cooling application if re-circulated was fully used the load on the cooling coil would only
result from cooling the return air at approximately 75°F instead of cooling the outdoor air that
may be over 100°F. The outdoor air load is thus one of the largest energy consumers in the
building. Ways to reduce the outdoor air load of a building without reducing indoor air quality
are by using desiccant wheels, enthalpy wheels, sensible wheels, Coil Energy Recovery Loop,
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Sarasota, FL
Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
Twin-Tower Enthalpy Recovery Loop, Heat Pipe Heat Exchangers, Fixed Plate Exchangers
Thermosyphon Heat Exchangers and better designs. Better designs are those that decrease
ventilation air required in a building. An example is a dedicated outdoor air system (DOAS) that
only supplies the amount of air (air at the right temperature and absolute humidity to take care of
the latent load in each space) needed to each space to meet its ventilation requirements and uses
another parallel system to take care of the sensible load in the room. Another example is a
variable air volume (VAV) designed with all rooms on the same air handling unit having the
some Z factor (Z factor defined by ASHRAE Standard 62)
-18 - Florida State University Ringling Conservation Center
Sarasota, FL
Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
3.1--Energy Recovery Wheels
Background Information
Energy Recovery Wheels can be used in systems to reduce the outdoor air cooling load and
improve the indoor air quality. As mentioned previously the outdoor air load is one of the
largest loads associated with a building HVAC system. Energy wheels run between an exhaust
air stream and the outdoor air stream. The wheels are used to exchange the properties of the
exhaust air stream and with that of the outdoor air stream without actually mixing the two air
streams. Energy Recovery Wheels can also reduce condensation on equipment and humidity
levels in air ducts, eliminating growth of mold, mildew, and bacteria, and thus helping control
indoor air quality. Also, Energy Recovery Wheels inadvertently increase IAQ when they
decrease the outdoor air load because building operators are much less likely to close off or
reduce the outdoor air damper when the energy cost is less. There are three main types of energy
recovery wheels; sensible wheels, enthalpy wheels and desiccant wheels. Sensible wheels
exchange sensible heat only between the two air streams. Enthalpy wheels exchange latent and
sensible heat between the two air streams. Desiccant wheels primary function is to transfer
latent heat, in the process sensible heat is actually added to the air.
The advantages to using Energy Recovery Wheels are:
• Pre-conditioning incoming outdoor air thus reducing the outdoor air load on the system.
• Easily integrated/retrofitted into new/existing ventilation systems.
• Helps to meet ventilation standard without raising energy cost.
• Allows reduction in system capacity by 30 to 65%.
• Less dehumidification and humidification is required
The disadvantages/drawbacks of using Energy Recovery Wheels are:
• Possible cross contamination between air streams
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Sarasota, FL
Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
• Generally not cost effective when the exhaust air stream is less than 50% of the outdoor
air stream.
• Increased maintenance- cleaning wheels
Desiccant Dehumidification
Background
Desiccant dehumidification is the process that uses a desiccant material to produce a
dehumidification affect. The process involves exposing the material to a high relative humidity
air stream where it will collect moisture from the air stream. Conventional solid desiccants
include silica gel, activated alumina, lithium chloride salt, molecular sieves and a new sold
desiccant material is zeolites.. Zeolites are designed to be more effective for cooling
applications. Liquid desiccants include lithium chloride, lithium bromide, calcium chloride, and
triethylene glycol solutions.
After the material is exposed to a high relative humidity air stream, it is then exposed to a lower
relative humidity air stream which will draw the moisture back out. The first air stream is
dehumidified while the second air stream is used to regenerate the desiccant material. In the
process of removing moisture from the air stream the desiccant wheel can also remove
contaminants thus improving IAQ. Often a normal exhaust air stream is unable to regenerate the
wheel to the proper conditions in which it can then remove the amount of moisture needed from
the high relative humidity air stream. A high heat source is needed to regenerate the wheel. This
heat source can be any means that reaches the appropriate temperature for proper regeneration
but one that is low cost or free heat is the best. Examples of ways to obtain regeneration heat are
solar energy, electric heat and waste heat off a boiler or absorption chiller. The process describe
above refers to a passive desiccant wheel, a system with only a desiccant wheel, it can be seen in
Figure 3.1-1 below.
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Sarasota, FL
Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
Figure 3.1-1 Desiccant Dehumidification
An Active Desiccant wheel is another configuration of a desiccant dehumidification system. An
example of one way of configuring an active desiccant system can be seen in Figure 3.1-2 below.
This desiccant system consists of a desiccant, and a heat exchanger often an enthalpy wheel.
The enthalpy wheel will rotate at a speed of about 40 revolutions per minute (rpm) between the
exhaust air from the building and the process air stream. The process air stream as it is supply
side air stream. The desiccant wheel will rotate at a slower speed of about 10 revolutions per
hour (rph). The desiccant is equipped with a burner to modulate the regeneration temperature
and thus control the moisture removal capacity of the wheel.
Figure 3.1-2 Active Desiccant Dehumidification
-21 - Florida State University Ringling Conservation Center
Sarasota, FL
Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
Figure 3.1-3 Basic Air Desiccation Process
In Figure 3.1-4 shows the basic air process of a desiccant system. The desiccant wheel is used to
drive the moisture out of the air (process A to B in Figure 3.1-3). The use of a heat exchanger is
used to cool the air back down after the moisture is driven out (Process B to C in Figure 3.1-3).
The cooling down of the air after the dehumidification process and the needed heat to regenerate
the wheel add complexities to the desiccant system that sometimes make the system unable to be
used in certain applications. Normally desiccant dehumidification is best in applications where
the regeneration heat can be taken from a “free” source (like an absorption chiller) and the
cooling of the air after the dehumidification process is also “free” or at a lower energy cost than
it would be to just let the cooling coil do the process, as is normal practice in most conventional
systems today.
Redesign using Desiccant Dehumidification
Calculations
The Florida State University Ringling Conservation Center’s location and parameters make it a
good application for desiccant dehumidification. The humidity levels in Florida reach around
147.5 grains per pound for decent periods of time. Also, the outdoor air temperature in the
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Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
summer months is in the upper 90’s most days. The parameters for the building are that in area’s
with containing art work the relative humidly must be kept at 50% at all times. Using desiccant
dehumidification will help properly maintained relative humidity while lowering the energy cost
of the building systems. The proposal was to using an active desiccant system in each of the
eight air handling units in the building. The configuration of the wheels is shown below in figure
3.1-4. This is like Figure 3.1-3 using the enthalpy wheel as the heat exchanger. Do to the fact
there is no waste heat in the building that can be used to regenerate the wheel an electric heater
must also be installed to create the heat for the wheel regeneration. The exhaust air stream must
be split to provide air for both the desiccant wheel and the enthalpy wheel. Calculations where
done using 285°F and 320°F for the electric heater temperatures. These temperatures are the
limits that Novel Aire suggests for low and high temperatures.
Figure 3.1-4 Active Desiccant System for Redesign
Design Considerations/Assumptions:
• The room air conditions for general occupancy area’s is 72°F and 50% RH
• The room air conditions for area’s containing artwork is 70°F and 50% RH
• A 2°F rise in exhaust air was assumed from room conditions.
-23 - Florida State University Ringling Conservation Center
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Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
o The exhaust air flow was split between the desiccant wheel and the enthalpy
wheel. Using the Novel Aire desiccant wheel simulation program the amount of
air needed to pass through the desiccant wheel was determined. The rest of the
exhaust air was then used for the enthalpy wheel.
• The effectiveness of the enthalpy wheel and the desiccant wheel where taken from Novel
Aire simulation program. (Shown in Figure 3.1-5 & 6 below for AHU 1-1)
Figure 3.1-5 Novel Aire Desiccant Wheel Simulation Program
-24 - Florida State University Ringling Conservation Center
Sarasota, FL
Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
Figure 3.1-6 Novel Aire Enthalpy Wheel Simulation Program
NOTE: Wheel Effectiveness typical = (143.4-111.1)/(143.4-72) = 0.452 = 45.2%
Conclusions Desiccant Dehumidification
The calculations for this section can be seen in Appendix A. After calculating the results of
using this configuration for AHU1-1 it was concluded that this set up of desiccant
dehumidification was not worth using. The savings was compared to the same system just using
an enthalpy wheel. The savings using the enthalpy wheel was greater (this is will discussed
more in the next section). The savings created by using this set up was minimal and the extra
equipment necessary was too great for these little savings. As it can be seen in the results there
are many things that led to a low energy savings in this set up:
• The exhaust air had to be split between two sections thus reducing the efficiency of both
the desiccant wheel and the enthalpy wheel.
-25 - Florida State University Ringling Conservation Center
Sarasota, FL
Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
• Running the electric heater add energy to the system (these numbers were not calculated
since the energy savings of the wheel was so low—it was unnecessary to calculated this
additional energy cost.)
• Using a desiccant wheel before an enthalpy wheel reduces the effectiveness of the
enthalpy wheel.
• The sensible load increase from the desiccant wheel is too great for the enthalpy wheel to
handle and thus reduces the effectiveness of this system.
In conclusion an active desiccant system analyzed here was not a good energy reducer. Instead
of this desiccant system enthalpy wheels alone will next be used to reduce the outdoor air load.
Just using an enthalpy wheel is less maintenance as well as more effective. Another active
desiccant dehumidification configuration may have been more effective in this application. All
desiccant dehumidification systems are fairly complicated and add additional maintenance.
Therefore, active desiccant systems will not be used for this building.
Enthalpy Wheels
Background
Enthalpy wheels are becoming common in Heating, Ventilating and Air Conditioning (HVAC)
systems. They bring incoming air closer in temperature and humidity to exhaust air, which
reduces the load on the heating and cooling systems. A well-designed enthalpy wheel system
(one in which the exhaust air flow matches the outdoor air flow) can recover 60% to 80% of the
energy that would otherwise be needed to heat or cool outside air. It lowers building operating
costs and the capital cost of cooling and heating equipment as smaller devices can be installed.
As the same with the desiccant wheel the enthalpy wheel can remove contaminants for the air
thus improving IAQ.
An enthalpy wheel is positioned so that the exhaust air and the supply air travel through it in
opposite directions through separate ducts. The incoming air travels through the wheel before it
enters the rest of the HVAC system. Enthalpy wheels can recover both sensible and latent
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Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
energy. Sensible heat is transferred as the metallic substrate picks up and stores heat from the
warmer air stream and gives it up to the cooler one. Latent heat is transferred as the synthesized
metallic substrate condenses moisture from the air stream that has the higher humidity ratio
through adsorption and releases the moisture through evaporation into the air stream that has the
lower humidity ratio. This all can be seen in figure 3.1-7 below.
Figure 3.1-7 Enthalpy Wheel
Wheels with a honeycomb matrix were introduced in the mid sixties. The medium was asbestos
paper impregnated with lithium chloride. Due to inherent absorption properties of asbestos and
lithium chloride these rotors had a short life. In the late seventies asbestos was replaced by kraft
paper; however, lithium chloride continued to remain the preferred desiccant due to its ease of
impregnation of media. In the mid seventies, two new enthalpy wheel models hit the market and
continue to be offered to date. The oxidized aluminum wheels offered by some manufacturers,
has corrugated aluminum foil wound on a mandrel and braced by steel strips on the sides. The
assembly is dipped into a bromide solution to cause the aluminums to oxidize and form a layer
of alumina - a known desiccant. Such wheels have heat transfer characteristics comparable to the
others at a lower cost. However, these wheels have a weaker structural integrity and suffer from
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Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
a desiccant migration problem. The other type of wheel uses silica gel as desiccant which is
bonded to the aluminum substrate through a coating process. The matrix is supported by spokes
and rim assembly. In the 1980s, considerable advances were being made in the fabrication of
silica and other compounds for the semiconductor industry. A derivative of these innovations
was the development of molecular sieves – synthetic zeolites that could be designed at the
molecular level. At the same time, manufacturing processes had been developed to allow the
bonding of a breathable layer of desiccant to metal or plastic surfaces.
Enthalpy wheels today are mainly either use Silica Gel or Molecular Sieve as the transfer
medium. Silica gel is a highly porous solid adsorbent material that structurally resembles a rigid
sponge. It has a very large internal surface composed of myriad microscopic cavities and a vast
system of capillary channels that provide pathways connecting the internal microscopic cavities
to the outside surface of the sponge. Silica gel enthalpy wheels transfer water by rotating
between two air streams of different vapor pressures. The vapor pressure differential drives
water molecules into/from these cavities to transfer moisture from the more humid air stream to
the drier air stream. Silica Gel is a substance that has preference for the adsorption of water
vapor molecules over other chemicals. Silica gel is the best desiccant for comfort ventilation
applications because, at typical relative humidity’s, it transfers two to three times as much water
by weight as compared to a Molecular Sieve. Silica gel has superior characteristics for
recovering space conditioning energy from exhaust air and handling high relative humidity
outside conditions. Another key point is that the transfer of water by sorption/desorption is not
dependent on temperature. Thus, the silica gel enthalpy wheel works to reduce latent load at
difficult part-load conditions. Molecular sieves are crystalline metal aluminosilicates having a
three dimensional interconnecting network of silica and alumina tetrahedra. Natural water of
hydration is removed from this network by heating to produce uniform cavities which selectively
adsorb molecules of a specific size. Molecular sieves are preferred for regenerated applications
such as desiccant cooling and dehumidification systems that must reduce processed air streams
to very low relative humidity.
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Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
Figure 3.1-8 Enthalpy Wheel Desiccants
Early in the development of Enthalpy wheels cross contamination was a large problem. Faulty
seals, poor designs and poor installations gave Enthalpy wheels a bad reputation in the design
world. They were not readily used after this occurred. Today they are slowly making a
comeback. Early in the development of Enthalpy wheels cross contamination was a large
problem. Faulty seals, poor designs and poor installations gave Enthalpy wheels a bad
reputation in the design world. They were not readily used after this occurred. Today they are
slowly making a comeback. The concern for enthalpy wheels is that the exhaust air could
contaminate the fresh air coming from outdoors with particles that are removed from the
outgoing airstreams by the wheel, such as VOCs (Volatile Organic Compounds) from cleaning
agents, or microorganisms from carpets, behind insulation and even from people. Through the
use of better seals, purge sector and molecular sieve; cross-contamination is reduced to an
insignificant amount, around 0.04%.
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Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
Redesign using Enthalpy Wheels:
Calculations
On The Florida State University Ringling Conservation Center Enthalpy wheels where added to
each of the air handling units to analysis the energy savings that they would achieve. The hope
is to reduce the outdoor air latent load significantly and that the first cost of the wheels is offset
by the savings that could be achieved by adding the wheels to all of the eight units.
Design Considerations/Assumptions:
• The room air conditions for general occupancy area’s is 72°F and 50% RH
• The room air conditions for area’s containing artwork is 70°F and 50% RH
• A 2°F rise in exhaust air was assumed from room conditions.
• The effectiveness of the enthalpy wheels where taken from Novel Aire simulation
program. (Shown in Figure 3.1-9 below for AHU 1-1)
• All of the air handling units where designed to supply air at 48°F and 38 Gr/lb
• The wheels are run until there is no net savings for running them.
• The wheels are modulated to reach design supply air temperatures when the temperature
falls below 48°F (the supply air temperature). While heating the air the wheels also
humidify, reducing the load on the humidifiers. At these conditions the cooling coil load
is not in use.
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Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
Figure 3.1-9 Novel Aire Enthalpy Wheel Simulation Program AHU 1-1
NOTE: Wheel Effectiveness Typical = (147.5-85.7)/(147.5-58.5) = 0.694 = 69.4%
A bin year was created using Bin Maker. It takes in to account occupied/unoccupied times as
well as considers the fact that from May to September the building has a reduced occupancy in
certain areas of the building. This reduction in building occupancy comes from the fact that the
building is an education facility. From the HAP load analysis the average outdoor air flow in
each bin was determined. The total savings for each air handling unit was then calculated and
related to the amount of kilowatts of energy that would be saved. Lastly, a cost analysis was
done to determine the payback period of adding the wheels.
Conclusion--Enthalpy Wheels
Calculations for this section can be seen in Appendix B. Overall the enthalpy wheels proved to
be a sufficient way to reduce the load on the cooling coils of each air handling unit. Table 3.1-1
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shows the Novel Aire wheels that were selected for each air handling unit. Novel Aire’s
specification booklet can be seen in Appendix B.
AHU SA cfm OA cfm EA cfm Novel Aire
ECW Purge cfm Wheel Size
(inches) AHU 1-1 990 590 470 244 4 24 AHU 1-2 2500 1540 1380 364 13 36 AHU 1-3 4870 4870 4870 544 36 60 AHU 1-4 1450 580 480 244 4 24 AHU 1-5 3100 420 320 204 2 20 AHU 2-1 5600 2000 1380 364 13 36 AHU 2-2 1000 7600 4500 724 35 72 AHU 2-3 880 580 480 244 4 24
Table 3.1-1 General AHU Information and Enthalpy Wheel Selections
A summary of the savings achieved by each air handling unit can be seen in Table 3.1-2. As it
can be seen from these results on average the enthalpy wheels saved 33% of the overall outdoor
air load.
AHU Without EW kBtu
With EW kBtu
Savings Total kBtu % Savings
AHU 1-1 240,855 157,954 82,901 34% AHU 1-2 458,110 317,167 140,943 31% AHU 1-3 823,124 533,994 289,131 35% AHU 1-4 197,700 133,077 64,622 33% AHU 1-5 129,219 88,252 40,966 32% AHU 2-1 639,188 435,785 203,404 32% AHU 2-2 1,208,102 855,603 352,498 29% AHU 2-3 109,287 67,995 41,292 38%
Table 3.1-2 Total Outdoor Air Load
The enthalpy wheels were installed mainly to lessen the latent load of the system. A summary of
the latent load savings can be seen in Table 3.1-3 below. The enthalpy wheels were able to on
average save 49% of the overall latent load on the coiling coil. Of the total savings by the
enthalpy wheel on average 84% was latent load. This is because the latent load, especially in
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Florida, is much higher than the sensible load, therefore resulting in a great difference between
the outdoor air stream gr/lb and the exhaust air stream gr/lb.
AHU Without EW kBtu
With EW kBtu
Savings Total kBtu
% Savings of Latent
Load % Savings of Total Savings
AHU 1-1 139,873 70,321 69,552 50% 84% AHU 1-2 259,975 136,647 123,328 47% 88% AHU 1-3 461,681 220,810 240,871 52% 83% AHU 1-4 110,961 57,217 53,744 48% 83% AHU 1-5 74,417 39,201 35,216 47% 86% AHU 2-1 359,788 189,633 170,155 47% 84% AHU 2-2 687,560 399,524 288,036 42% 82% AHU 2-3 64,438 29,493 34,945 54% 85%
Table 3.1-3 Latent Savings
Table 3.1-4 shows the sensible savings. On average the wheels save 12% of the overall sensible
coiling cool load can be reduced using enthalpy wheels.
AHU Without EW kBtu
With EW kBtu
Savings Total kBtu
% Savings of Sensible
Load % Savings of Total Savings
AHU 1-1 100,982 87,633 13,349 13% 16% AHU 1-2 198,135 180,520 17,615 9% 12% AHU 1-3 361,443 313,184 48,259 13% 17% AHU 1-4 86,738 75,860 10,878 13% 17% AHU 1-5 54,802 49,052 5,750 10% 14% AHU 2-1 279,400 246,152 33,248 12% 16% AHU 2-2 520,542 456,080 64,463 12% 18% AHU 2-3 44,850 38,502 6,348 14% 15%
Table 3.1-4 Sensible Savings
The humidifier load in the building is relatively low. The only air handlers that contain
humidifiers are AHU 1-1, AHU 1-3, AHU 1-4, and AHU 2-3. These air handling units serve the
areas where artwork is located. The humidifier load is very hard to determine. It depends really
on the return air conditions. If the absolute humidity in the return air is enough to, when mixed,
offset the dryness of the outdoor air the humidifier is not needed. If the absolute humidity of the
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Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
return air mixed with the outdoor air is less than the needed air humidity level then the
humidifier would be needed. The enthalpy wheels can aid in the process of humidifying but can
not always take the full load. These results assume that the enthalpy wheels are running to heat
the air up to supply air conditions. The humidifying that the wheel does in the process of heating
this air up is summarized in Table 3.1-5 and the heating in Table 3.1-6. The air may not actually
need to be heated to the supply air temperature though. Mixing the outdoor air with the return
air may still result in cooling during these bins. Therefore these results are only good when the
outdoor air needs to be heated by the enthalpy wheel to the supply air temperature. It is very
hard to know how much savings the wheels will provide for heating and humidifying. The only
concrete result is that they will provide some reduction in load.
AHU Without EW kBtu
With EW kBtu
Savings Total kBtu
% Savings of Total Savings
AHU 1-1 1,833 1,593 240 13% AHU 1-2 4,093 3,550 543 13% AHU 1-3 6,967 5,921 1,046 15% AHU 1-4 1,900 1,658 242 13% AHU 1-5 1,185 958 227 19% AHU 2-1 5,775 4,941 834 14% AHU 2-2 21,973 20,779 1,194 5% AHU 2-3 434 378 56 13%
Table 3.1-5 Humidifier Load
AHU
Heating Load Btu
Heating Load w/EW Btu
Savings Total kBtu
% Savings of Total Savings
AHU 1-1 242 0 242 100% AHU 1-2 593 0 593 100% AHU 1-3 1,138 0 1,138 100% AHU 1-4 338 0 338 100% AHU 1-5 243 0 242 100% AHU 2-1 1,173 0 1,173 100% AHU 2-2 1,267 0 1,267 100% AHU 2-3 57 0 57 100%
Table 3.1-6 Heating Load
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Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
Cost Savings—Enthalpy Wheels
The cost savings of the enthalpy wheels was calculated and is summarized in Table 3.1-7. The
cost savings was done using 36% of the hours as on-peak and 64% of the hours as off-peak.
This is a fair assumption using Florida Power and Lights on-peak and off-peak hours. The
amount of savings achieved by the enthalpy wheels is on average $3,275.68.
AHU On Peak kWh
per Year
Off Peak kWh Per
Year On Peak kWh
Cost Off Peak kWh
Cost AHU 1-1 5,033.7 8948.9 $120.00 $66.31 AHU 1-2 10,667.7 18964.8 $254.32 $140.53 AHU 1-3 21,702.3 38581.9 $517.38 $285.89 AHU 1-4 3,023.3 5374.7 $72.07 $39.83 AHU 1-5 3,087.4 5488.7 $73.60 $40.67 AHU 2-1 15,328.0 27249.7 $365.42 $201.92 AHU 2-2 26,595.1 47280.1 $634.03 $350.35 AHU 2-3 3,062.6 5444.6 $73.01 $40.34
Totals 88,500.1 157333.5 $2,109.84 $1,165.84 Table 3.1-7 Total Cost Savings
The first cost of the enthalpy wheels is shown in Table 3.1-8. These prices are from Novel Aire.
Wheel Price Number of
Wheels Installation
Cost Total Cost ECW 204 $600.00 1 $420.00 $1,020.00 ECW 244 $900.00 3 $420.00 $3,120.00 ECW 364 $1,500.00 2 $505.00 $3,505.00 ECW 544 $3,400.00 1 $630.00 $4,030.00 ECW 724 $6,100.00 1 $630.00 $6,730.00
Totals $12,500.00 8 $2,605.00 $18,405.00 Table 3.1-8 Enthalpy Wheel First Cost
The cost of the wheels is not the only addition cost associated with adding enthalpy wheels to the
system. There is also additional cost for installing more exhaust fans since there are a few larger
exhaust fans in the building. Smaller exhausts fans were added to each air handling unit to
provide the wheels with there appropriate exhaust air cfm. Also the section for the enthalpy
wheel must be added to the unit. The total of all these costs was on average $625 per air
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handling unit. Therefore the actual total cost of adding enthalpy wheels to the system is
$24,405. The cost of the coiling coils is also reduced for each unit. This results in a first cost
reduction of $7896.00 therefore reducing the first cost of the system to $15,509.00. The pay
back period for the wheels is approximately 4.7 years.
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3.2--Thermal Storage:
Thermal storage is the process of storing energy. The energy can be stored in the storage
medium either by changing its temperature (heating or cooling) or by changing its "phase"
(liquid to solid). The energy is released when the process is reversed. This section will only
focus on storing cooling since that is the application that will be applied to The Florida State
University Ringling Conservation Center.
Long-term storage of thermal energy in large amounts (>1000 MWh) has been in use since the
1980s. The storage medium is generally water or rocks, e.g. in aquifers, rock caverns, bore
holes. Short-term storage of "coolness" in air-conditioned buildings is mostly used for Demand
Side Management (DSM) purposes, where the systems have been found to be cost-effective.
The main applications have been in the USA, Canada and Japan.
The concept of cooling thermal storage is to produce cooling by making ice or low temperature
water at off-peak electrical times (normally night time) to be melted or used during on-peak
electrical times. This is done because off-peak electrical rates are lower than on-peak rates. As
well as on-peak demand charges can be greatly reduced when the peak load is shifted from on-
peak hours to off-peak hours.
Storage can be done as “full storage” or “partial storage”. Installing a system that is capable of
avoiding all the on-peak chiller operation is referred to as “full storage.” An alternative referred
to as "partial storage" minimizes or eliminates any additional initial capital investment. By
operating a chiller for the entire day, on-peak at standard conditions and off-peak at ice-making
conditions, its size is usually reduced to 40% to 50% of the conventional design. A graph of
“full storage” and “partial storage” can be seen below. For “partial storage” the cooling
equipment (a chiller) would not be able to fully shut-down during the on-peak hours. Often
“partial storage” is used to load level (as seen in figure), letting the chillers run at full capacity
all the time. This allows for the best efficiency in your chiller (more energy efficient) as well as
provides a level load profile. A level load can lead to a good application for a combined heat
and power system (CHP) that allows for even more additional energy savings.
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Figure 3.2-1 Full Storage Vs. Partial Storage
The HVAC industry is very sensitive to the changes in electric power rates. Thermal storage for
cooling applications depends almost entirely on time differentiated utility rate structures for its
existence. Thermal storage is used mainly in commercial buildings because commercial
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building on-peak electrical rates are one of the highest rates out there. The commercial customer
presents a particularly poor load profile to the utility. Therefore, commercial customers pay, on
average, 65% more for their electricity than industrial customers. Considerable debate exists
about the eventual savings that deregulation will produce, but it is clear that off-peak power will
be extremely inexpensive.
There are many advantages to using thermal storage, some of which have been listed above. The
greatest benefit of thermal storage is its ability to produce more kWh from fewer kW of
operating capacity. Producing energy at off-peak times reduces the load on the utilities thus
taking some of the peak load off of them. All other things being equal, thermal storage
customers will consume approximately the same kWh as their conventional system counterpart.
Even if customers can only displace 20% of the peak demand, a conservative goal, the power
provider has the opportunity to sell all of the original kWh, plus an additional 20% in kWh sales
to another customer. Although it is debatable, most of the time Thermal storage systems can be
designed to use less electrical energy than their conventional counterparts. This savings comes
from using equipment at maximum capacity for longer time periods. Equipment sizes are most
often smaller, up to 40-50%. Often in full or partial storage the capacity of the chiller needed is
less than in a non-thermal storage application. Other benefits from this include the reduction in
operating costs compared to on-peak marginal capacity, lower emissions costs per kWh and
improved transmission efficiency. Thermal storage also presents one of the only ways of
shifting load. Storage systems do not negatively impact a facility's operation, as other load
shedding or load control programs almost always do. On a first cost basis thermal storage
systems are typically little to no additional cost and provide an energy cost reduction. Finally,
thermal storage is very versatile. As electrical rates change and costs shift thermal storage can
be adjusted to meet these changes.
As with every system there are draw-backs to using thermal storage. Storage tanks must be
installed. They can often take up large areas and cause maintenance issues. There are also
safety and hygiene concerns when there are large tanks with standing water or ice in them. These
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Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
systems are not limited to but are most often used with only pure water and not mixture solutions
for these reasons. Special training for operators and maintenance persons can also be a concern.
Cool thermal storage can be done with chilled water or ice as the storage medium. Chilled-water
storage systems use the sensible heat capacity of water—1 Btu per pound (lb) per degree
Fahrenheit (F)—to store cooling capacity. They operate at temperature ranges compatible with
standard chiller systems and are most economical for systems greater than 2,000 ton-hours in
capacity. Ice thermal storage systems use the latent heat of fusion of water—144 Btu/lb—to
store cooling capacity. Storing energy at the temperature of ice requires refrigeration equipment
that can cool the charging fluid (typically, a water/glycol mixture) to temperatures below the
normal operating range of conventional air-conditioning equipment. Special ice-making
equipment or standard chillers modified for low-temperature service are used. When ice thermal
storage is incorporated into a building system the low temperatures of the chilled-water supply
allow the use of low-temperature air distribution (usually calling for Fahrenheit temperatures in
the mid-40s, versus the mid-50s for conventional systems), meaning smaller fans and ducts are
needed. When ice is the storage medium, there are several technologies available for creating ice
and using the ice to cool circulated fluid. The first of which is ice harvesting. Ice harvesting
systems have an evaporator surface on which ice is formed. It is then frequently released into a
storage tank that is partially filled with water. The second is external melt ice-on-coil systems.
They use submerged pipes through which a refrigerant or secondary coolant is circulated. This
causes ice to accumulate on the outside of the pipes. Storage is discharged by circulating the
warm return water over the pipes, melting the ice from the outside. Internal melt ice-on-coil
systems also feature submerged pipes on which ice is formed. Storage is discharged by
circulating warm coolant through the pipes, melting the ice from the inside. Ice slurry systems
store water or water/glycol solutions in a slurry state—a partially frozen mixture of liquid and
ice crystals that looks much like a frozen fruit smoothie. To meet cooling demand, the slurry
may be pumped directly to the load or to a heat exchanger that cools a secondary fluid that
circulates through the building's chilled-water system. Internal melt ice-on-coil systems are the
most commonly used type of ice storage technology in commercial applications. External melt
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Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
and ice harvesting systems are more common in industrial applications, although they can also
be applied in commercial buildings and district cooling systems. Ice slurry systems have not
been widely used in commercial applications. Eutectic salts, also known as phase-change
materials, use a combination of inorganic salts, water, and other elements to create a mixture that
freezes at a desired temperature. The material is encapsulated in plastic containers that are
stacked in a storage tank through which water is circulated. The most commonly used mixture
for thermal storage freezes at 47°F, which allows the use of standard chilling equipment to
charge storage, but leads to higher discharge temperatures.
Storage tanks must have the strength to withstand the pressure of the storage medium, and they
must be watertight and corrosion-resistant. Aboveground outdoor tanks must be weather-
resistant. Buried tanks must withstand the weight of their soil covering and any other loads that
might occur above the tank, such as parked cars. Tanks may also be insulated to minimize
external condensation and thermal losses, which typically run 1 to 5 percent per day. Options for
tank materials include steel, concrete, and plastic. Large steel tanks have the capacity of up to
several million gallons. Cylindrical pressurized tanks are generally used to hold between 3,000
and 56,000 gallons. Concrete tanks may be precast or cast in place. Precast tanks are most
economical in sizes of one million gallons or more. Plastic tanks are typically delivered as
prefabricated modular units. Rectangular tanks are commonly available in sizes up to 8 x 8 x 20
feet. Steel and concrete are the most commonly used types of tanks for chilled-water storage.
Most ice harvesting systems use site-built concrete, external-melt systems usually use concrete
or steel tanks, internal melt systems usually use plastic or steel, and eutectic salt systems
commonly use concrete tanks with polyurethane.
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Figure 3.2-2 Volume Needed Per Ton-hour
Thermal Storage For This Project:
The Florida State University Ringling Conservation Center is served by a chiller plant that serves
the entire Ringling campus. Currently there are two 650 ton water cooled centrifugal chillers
providing 40 degree water at a 10 degree delta temperature. Using thermal storage on a campus
normally works well due to the fact that they are used year round. Also, when using a campus
instead of just one building the load profiles are normally more stable and a larger on-peak/ off-
peak load exists allowing for enough off-peak cooling to occur to make the option cost effective.
The analysis done on the chiller plant will be to analysis load leveling as well as partial storage
to find which application works best.
Calculation—Partial Storage
All calculations and specifications for equipment talked about in this section can be seen in
Appendix C.
Loads for June, July and August where acquired from the designing engineer. These months
were the only months needed to design the original plant. July, being the design month led to the
design containing one 650 ton chiller with one redundant 650 ton chiller. To do a typical year
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analysis bin data was used for each day of the year. Using the relationship between wet bulb
temperatures and tons of cooling a bin year was created.
Once the bin year was created the electricity on-peak and off-peak times (see Figure 3.2-3)
where used to find the maximum storage that would be needed to meet the peak demands while
shifting as much load to off-peak hours as possible. Originally July was assumed as the design
month. Since the off-peak/on-peak times vary between November-March and April-October the
design month actually turned out to be March. This is because March had the largest load where
only 8 hours where available for storage. The other off-peak hours from November to March are
during the day when the ice storage system would be used for meeting the load and not for
storage.
The thermal storage load was determined by subtracting the peak loads from hours 9-19 from the
base load design. The base load is around 110 tons. This chiller was sized at 150 tons. Extra
capacity was added to the system for future expansion.. A York water cooled Centrifugal Chiller
was selected to cover the base load. The thermal storage capacity needed was determined to be
4000 ton hours for the month of March. This load could be stored over eight hours. This
corresponds to a 500 ton thermal storage chiller. A MaxE York Centrifugal Chiller was selected
as the thermal storage chiller. This machine has the capability of making ice, although the
overall efficiency of the chiller is de-rated approximately 30%. The peak ton hours of 4445.5
occur on July 29th. This load could be stored over 11 hours and therefore led to a lower ton per
hour than was needed in March. The storage tanks needed where then sized using Calmac
Icetanks. They were sized off of the max ton hours (4445.5 tonh). It was determined that 8--
1500CSF model tanks are needed. They have the capacity to hold 4560 ton hours of cooling.
Next, the total electrical costs for the system with thermal storage and without thermal storage
were calculated. It was assumed that the 650 ton chillers would run at an ERR (Energy
efficiency ratio = Btu/kW) of 7 when performing the base load and an EER of 13 when
producing the peak load.
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July
0.0
100.0
200.0
300.0
400.0
500.0
600.0
700.0
800.0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
Hour of the Day
Tons July
Figure 3.2-3 Peak Day Storage—Partial Storage
Storage Tanks
The thermal storage system chosen was an internal melt ice-on coil system since it is most
commonly used for these applications. Figure 3.2-4 shows pictures taken from the ASHRAE
Thermal Storage Design Guide on how the melt ice-on coil system works.
Base Load Chiller
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Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
Figure 3.2-4 Thermal Storage Design Guide—Melt Ice-on Coil System
Electric Rates
Florida power and light will supply the electricity for the chiller plant. A full layout of their
charges can be seen in Appendix C. A summary of the charges used for calculations are listed
below in Table 3.2-1. Using thermal storage led to a kW demand between 500-1999 while
without thermal storage the chiller plant is in the 2000+ kW demand category. The on-peak and
off-peak hours can be seen in Figure 3.2-5.
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Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
kW Demand Monthly Demand
Charge On Peak kW
Charge On Peak kWh
Charge Off Peak
kWh Charge 21-499 $38.58 $8.16 3.337¢ 1.021¢
500 -1999 $38.12 $8.15 2.279¢ 0.788¢ Table 3.2-1 Summary of Rate Charges Florida Power and Light
Figure 3.2-3 Summary of On-Peak/Off-Peak Hours
Thermal Storage Conclusions—Partial Storage
From the calculations that can be seen in Appendix C it can be seen that the use of thermal storage
can reduce the cost of running this system by about 52%.
Month
Electric Bill w/out Thermal
Storage
Electric Bill w/ Thermal Storage Savings
January $5,882 $3,291 $2,591 February $6,199 $3,126 $3,073
March $5,913 $3,460 $2,453 April $7,806 $3,845 $3,961 May $7,694 $4,252 $3,441 June $8,331 $4,132 $4,199 July $8,624 $4,422 $4,202
August $8,513 $4,254 $4,259 September $8,308 $4,162 $4,146
October $8,149 $4,194 $3,955 November $6,477 $3,598 $2,879 December $6,186 $3,311 $2,875
Total Price $88,083 $46,047 $42,035
Table 3.2-2 Totals Partial Storage Savings
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Table 3.2-2 above shows the overall savings totals per month that can be acquired using thermal
storage. The average savings from November to March is $2774 and from April to October is
$4023. The reason there are two averages given is that during the months of November and March
there are different on-peak off-peak structures for these months.
Month
Without Thermal Storage
Thermal Storage Difference
January $3,799.53 $892.70 $2,906.83 February $4,263.00 $891.61 $3,371.39
March $3,697.04 $891.61 $2,805.43 April $4,466.00 $891.61 $3,574.39 May $4,709.60 $891.61 $3,817.99 June $4,709.60 $891.61 $3,817.99 July $4,679.56 $891.61 $3,787.95
August $4,709.07 $892.70 $3,816.37 September $4,583.74 $891.61 $3,692.13
October $4,486.30 $891.61 $3,594.69 November $4,141.20 $891.61 $3,249.59 December $4,100.60 $891.61 $3,208.99
Total $52,345.23 $10,701.51
% of Overall Price 59.4% 23.2% Table 3.2-3 On-Peak kW Demand Charge
As it can be seen in this table the largest charge is the kilowatt demand charge. When the peak
load occurs during peak hours the cost is significantly larger. The peak kilowatts for each month
can be seen in Table 3.2-4 below. Due to the fact the peak load occurs during on-peak hours for
the chiller without thermal storage the demand charge per month is much greater.
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Month Without Thermal
Storage Thermal Storage Difference
January 466 109 357 February 525 109 416
March 455 109 346 April 550 109 441 May 580 109 471 June 580 109 471 July 576 109 467
August 578 109 468 September 565 109 455
October 553 109 443 November 510 109 401 December 505 109 396
Table 3.2-4 On-Peak kW Demand
The peak load now is from the base load chiller and is drastically reduced. Lowering this
kilowatt demand now places the plant in a slightly higher customer service charge bracket.
Shifting the load also puts the plant in a higher kilowatt hour rate for both off-peak and on-peak.
Despite this the overall cost of the thermal storage chiller plant energy usage is still less. As it
can be seen in Table 3.2-5 this shift in demand can be seen in the kilowatt hour charge too.
Month Without Thermal
Storage Thermal Storage Difference
January $1,081.85 $665.09 $416.76 February $1,001.86 $602.39 $399.47
March $1,153.22 $683.90 $469.32 April $2,625.91 $889.90 $1,736.01 May $2,945.89 $992.32 $1,953.58 June $2,716.93 $903.92 $1,813.01 July $3,089.13 $997.50 $2,091.63
August $2,842.90 $971.13 $1,871.76 September $2,924.83 $898.54 $2,026.30
October $2,879.47 $989.99 $1,889.48 November $1,211.23 $702.43 $508.80 December $1,080.23 $662.79 $417.44
Total $25,553.45 $9,959.90
% of Overall Price 29.0% 21.6% Table 3.2-5 On-Peak kWh Charge
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The off-peak charges are higher for the case using thermal storage. This is because the majority
of the load was shifted to off-peak, under the higher demand charge savings was still achieved.
Month
Without Thermal Storage
Thermal Storage Difference
January $962.84 $1,695.02 -$732.18 February $896.51 $1,593.68 -$697.17
March $1,024.83 $1,845.76 -$820.94 April $676.25 $2,024.91 -$1,348.66 May $764.14 $2,329.71 -$1,565.57 June $866.08 $2,298.01 -$1,431.92 July $817.25 $2,494.37 -$1,677.11
August $923.36 $2,842.90 -$1,919.54 September $760.90 $2,333.03 -$1,572.14
October $744.93 $2,273.47 -$1,528.54 November $1,086.26 $1,965.25 -$878.98 December $967.38 $1,718.37 -$750.99
Total $10,490.74 $25,414.47
% of Overall Price 11.9% 55.2% Table 3.2- 6 Off-Peak kWh Charge
Summary Tables 3.2-7, 8 & 9 show the overall shifting of the total kilowatt hours for the entire
year.
Month
Without Thermal Storage
Thermal Storage Difference
January 67,933 157,733 -89,800 February 59,078 140,618 -81,540
March 69,081 165,610 -96,529 April 81,270 198,326 -117,057 May 91,816 228,179 -136,363 June 104,722 225,074 -120,352 July 95,059 236,146 -141,087
August 111,688 237,983 -126,294 September 91,434 228,505 -137,070
October 89,534 222,671 -133,137 November 73,759 178,531 -104,772 December 67,654 159,948 -92,294
Totals 1,003,029 2,379,325 -1,376,296 Table 3.2-7 Off-Peak kwh
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Month Without Thermal
Storage Thermal Storage Difference
January 97,864 28,213 69,651 February 87,491 24,472 63,018
March 107,710 35,664 72,046 April 115,222 28,559 86,663 May 129,263 29,737 99,526 June 119,216 29,026 90,190 July 138,935 38,052 100,884
August 124,743 30,072 94,671 September 128,338 28,855 99,483
October 126,348 29,667 96,681 November 106,409 27,496 78,913 December 98,657 28,216 70,440
Totals 1,380,196 358,030 1,022,166 Table 3.2-8 On-Peak kwh
Category Without Thermal
Storage Thermal Storage
Total kWh 2,383,225 2,737,355 kWh On-Peak 1,380,196 358,030 kWh Off-Peak 1,003,029 2,379,325
% kWh On-Peak 57.9% 13.1% % kWh Off-Peak 42.1% 86.9%
Table 3.2-9 Summary of kwh Usage
The thermal storage chiller will be laid out with the chiller downstream as shown in Figure 2-7.
Using the chiller downstream allows the warm water to first flow through the storage tanks
cooling it down before it enters the chiller. This arrangement results in a higher usable storage
capacity and a constant discharge temperature. The downside to using this arrangement is that
when the chiller operates at a lower temperature it is less efficient.
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Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
Figure 3.2-7 Chiller Configuration
Payback Period on Investment
The payback period for the partial thermal storage system was calculated. The first cost of the
original system and the thermal storage system are shown in Tables 3.2-10, 11 below.
Equipment Thermal StorageIce Chiller 500 tons $250,000.00 Base Load Chiller 180 ton $94,250.00 Redundant Chiller 500 Tons $169,600.00 Ice Storage Tanks (4560 Ton-hr) $456,000.00
Total $969,850.00 Table 3.2-10 Thermal Storage First Cost
Equipment Original System 650 Ton Chiller $215,000.00 651 Ton Chiller Redundant $215,000.00
Total $430,000.00 Table 3.2-11 Original System First Cost
The difference in first cost between these two systems is $754,850.00. Using the inflation rate of
money to be 1.023% per year a payback period of 12.01 years was calculated.
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Calculation—Load Leveling
All calculations and specifications for equipment talked about in this section can be seen in
Appendix C.
The calculations for the load leveling system were done using the same bin year created in the
partial storage section. These loads were then compared the original chiller plant design as done
for the partial storage system. The design day for this system occurred in July. The thermal
storage capacity needed was determined to be 2650 ton hours for the design day in July. This
corresponds to a 310 ton thermal storage chiller. A MaxE York Centrifugal Chiller was selected
as the thermal storage chiller. The storage tanks needed where then sized using Calmac
Icetanks. It was determined that 7-- 1320CSF model tanks are needed. They have the capacity to
hold 2660 ton hours of cooling. Figure 3.2-8 shows the design day load.
July
0.0
100.0
200.0
300.0
400.0
500.0
600.0
700.0
800.0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
Hour of the Day
Tons July
Figure 3.2-8 Design Day Storage—Load Leveling
STORE
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Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
Thermal Storage Conclusions—Load Leveling
From the calculations that can be seen in Appendix C it can be seen that the use of thermal
storage can reduce the cost of running this system by about 15.8%. The overall cost analysis can
be seen in the following tables. The results are similar to the partial storage system but less
savings is achieved because using load leveling shifts less kilowatt usage to off-peak than the
partial storage system did. Again the thermal storage chiller will be laid out with the chiller
downstream as shown in Figure 3.2-7.
Month
Electric Bill w/out Thermal
Storage
Electric Bill w/ Thermal Storage Savings
January $5,821 $5,262 $559 February $6,619 $6,012 $607
March $5,707 $5,185 $522 April $7,529 $5,985 $1,544 May $8,005 $6,426 $1,578 June $8,111 $6,632 $1,479 July $8,199 $6,864 $1,335
August $8,115 $6,412 $1,703 September $7,960 $6,302 $1,658
October $7,854 $6,287 $1,567 November $6,450 $5,889 $561 December $6,317 $5,693 $624
Total Price $86,687 $72,949 $13,738
Table 3.2-12 Totals Load Leveling Savings
Table 3.2-12 above shows the overall savings totals per month that can be acquired using load
leveling thermal storage. The average savings from November to March is $575 and from April
to October is $1552. Again the reason there are two averages given is the two rate structures that
occur.
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Month
Without Thermal Storage
Thermal Storage Difference
January $3,799.53 $2,170.96 $1,628.57 February $4,278.75 $2,480.26 $1,798.49
March $3,710.70 $2,138.95 $1,571.74 April $4,482.50 $2,138.95 $2,343.55 May $4,727.00 $2,570.08 $2,156.92 June $4,727.00 $2,652.31 $2,074.69 July $4,696.85 $2,744.90 $1,951.94
August $4,709.07 $2,564.26 $2,144.81 September $4,600.68 $2,520.51 $2,080.17
October $4,502.88 $2,514.42 $1,988.45 November $4,156.50 $2,429.68 $1,726.82 December $4,115.75 $2,348.57 $1,767.18
Total $52,507.19 $29,273.85
% of Overall Price 60.6% 40.1% Table 3.2-13 On-Peak kW Demand Charge Load Leveling
As in the partial storage case the largest charge is the kilowatt demand charge. The peak
kilowatts for each month can be seen in Table 3.2-14 below. As you can see, less kilowatts are
able to be shifted using load leveling as opposed to the partial storage case.
Month Without Thermal
Storage Thermal Storage Difference
January 466 266 200 February 525 304 221
March 455 262 193 April 550 293 257 May 580 315 265 June 580 325 255 July 576 336 240
August 578 314 264 September 565 309 256
October 553 308 244 November 510 298 212 December 505 288 217
Table 3.2-14 On-Peak kW Demand Load Leveling
Lowering this kilowatt demand again places the plant in a slightly higher customer service
charge bracket. Shifting the load also puts the plant in a higher kilowatt hour rate for both off-
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Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
peak and on-peak. As it can be seen in Table 3.2-15 this shift in demand can be seen in the
kilowatt hour charge too.
Month
Without Thermal Storage
Thermal Storage Difference
January $1,065.88 $1,917.66 -$851.78 February $1,251.60 $2,190.87 -$939.27
March $1,059.21 $1,889.38 -$830.17 April $2,412.87 $2,378.69 $34.18 May $2,594.39 $2,553.99 $40.40 June $2,688.41 $2,635.70 $52.70 July $2,780.95 $2,727.72 $53.23
August $2,689.47 $2,548.21 $141.26 September $2,662.58 $2,504.73 $157.85
October $2,649.98 $2,498.68 $151.30 November $1,229.35 $2,146.19 -$916.84 December $1,166.39 $2,074.55 -$908.16
Total $24,251.07 $28,066.37
% of Overall Price 28.0% 38.5% Table 3.2-15 On-Peak kWh Charge Load Leveling
The off-peak charges are higher for the case using thermal storage. This is because the majority
of the load was shifted to off-peak. Under the higher demand charge savings was still achieved
though.
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Month
Without Thermal Storage
Thermal Storage Difference
January $956.09 $1,173.47 -$217.38 February $1,088.62 $1,340.65 -$252.03
March $936.68 $1,156.17 -$219.48 April $633.53 $1,212.99 -$579.45 May $683.39 $1,302.38 -$618.99 June $695.71 $1,344.05 -$648.34 July $720.80 $1,390.97 -$670.17
August $716.58 $1,299.43 -$582.85 September $696.95 $1,277.26 -$580.31
October $701.21 $1,274.18 -$572.97 November $1,064.52 $1,313.31 -$248.80 December $1,034.78 $1,269.47 -$234.69
Total $9,928.84 $15,354.32
% of Overall Price 11.5% 21.0% Table 3.2- 16 Off-Peak kWh Charge Load Leveling
Summary Tables 3.2-17, 18, 19 show the overall shifting of the total kilowatt hours for the entire
year.
Month
Without Thermal Storage
Thermal Storage Difference
January 97,864 74,228 23,636 February 87,491 76,596 10,895
March 107,710 73,133 34,577 April 115,222 79,203 36,019 May 129,263 87,874 41,388 June 119,216 87,760 31,456 July 138,935 82,104 56,831
August 124,743 87,675 37,068 September 128,338 83,399 44,939
October 126,348 85,971 40,377 November 106,409 80,394 26,015 December 98,657 80,300 18,356
Totals 1,380,196 978,638 401,558 Table 3.2-17 On-Peak kwh Load Leveling
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Month
Without Thermal Storage
Thermal Storage Difference
January 67,933 123,713 -55,780 February 59,078 127,660 -68,582
March 69,081 121,889 -52,807 April 81,270 132,004 -50,735 May 91,816 146,457 -54,641 June 104,722 146,267 -41,545 July 95,059 156,419 -61,360
August 111,688 146,125 -34,437 September 91,434 143,632 -52,198
October 89,534 138,663 -49,129 November 73,759 133,990 -60,231 December 67,654 133,834 -66,180
Totals 1,003,029 1,650,653 -647,624 Table 3.2-18 Off-Peak kwh Load Leveling
Category
Without Thermal Storage
Thermal Storage
Total kWh 2,383,225 2,629,290 kWh On-Peak 1,380,196 978,638 kWh Off-Peak 1,003,029 1,650,653
% kWh On-Peak 57.9% 37.2% % kWh Off-Peak 42.1% 62.8%
Table 3.2-19 Summary of kwh Usage Load Leveling
Payback Period on Investment
The payback period for the load leveling thermal storage system was calculated. The first cost
of the original system and the thermal storage system are shown in Tables 3.2-20 & 21 below.
Equipment Thermal Storage Ice Chiller 320 tons $160,000.00 Redundant Chiller 650 Tons $215,000.00 Ice Storage Tanks (2660 Ton-hr) $266,000.00
Total $641,000.00 Table 3.2-20 Thermal Storage First Cost Load Leveling
Equipment Original System 650 Ton Chiller $215,000.00 650 Ton Chiller Redundant $215,000.00
Total $430,000.00 Table 3.2-21 Original System First Cost Load Leveling
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The difference in first cost between these two systems is $211,000.00. Using the inflation rate of
money to be 1.023% per year a payback period of 15.52 years was calculated.
Thermal Storage—Comparing Systems
Both the partial storage and load leveling systems have too great of payback periods to make
them worth investing in. The systems both have similarities and differences in results. First,
both systems successfully shifted kilowatt hours from on-peak to off-peak hours. However the
partial storage system, which is really set up as a base load chiller and then full storage of the
rest of the load, is more successful at shifting kilowatt hours. With using load leveling about 235
kW of on-peak demand were able to be shifted to off-peak as well as 53,970 kWh on a monthly
average. With using partial storage about 430 kW of on-peak demand were able to be shifted to
off-peak as well as 114,690 kWh on a monthly average. Therefore the savings for the partial
storage system is much greater. Secondly, the shift for both systems is enough to move the plant
down into the next pay structures with Florida Power in Light. This actually really hurts the cost
savings of both systems. The on-peak kwh charge in the lower bracket is 1.058 cents higher than
the higher bracket. The off-peak kwh charge in the lower bracket is 0.233 cents higher. The on-
peak kW demand charge only changes slightly from $8.15/kW to $8.16/kW. Had the plant
stayed in the same bracket the savings would have been much greater for both of these systems.
Finally, the first cost of a thermal storage system in both cases is too high for the amount of
money the plant is able to save on energy bills. The main extra charge comes from the storage
tanks at $100/tonh. Using load leveling less ton hours are needed and therefore the cost of the
tanks is less. However storing less ton hours results in a higher number of on-peak hours which
in turn leads to less savings for the overall system. Finally, both systems overall use more
kilowatts with thermal storage than they do without thermal storage. This does not meet the
design objectives to reduce energy usage. Thermal storage reduces costs by shifting time of use.
The decrease in energy efficiency in making ice increases the overall energy consumption of the
plan.
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Chiller Configuration
Currently the chiller plant contains two 650 ton chillers. One of these chillers is redundant.
There are plans to add possibly one or two more buildings onto the plant in the future. The
Ringling campus is running out of land though. Looking at the overall load that the chillers
currently see during about 85% of the year the tonnage needed is under 500 tons. Over night the
load reduces to around 110 tons. A 650 ton chiller running at 110 ton has a very poor efficiency.
If the system had 2—350 ton chillers and 1—300 ton chiller it would be about to meet the loads
with a better efficiency. Also this set up will allow the redundant chiller to be 350 tons therefore
saving on first cost. If more buildings are added to the system more than likely the 300 ton
chiller would still be good for the over night base load. In both set ups another chiller will
probably have to be added to the system when more buildings are added. With this new
configuration the chillers will run closer to full load more often allowing for the overall
efficiency of the system to be higher.
First Cost and Operation Cost Comparison
Equipment First Cost 650 Ton Chiller $215,000.00 650 Ton Redundant $215,000.00
Total $430,000.00 Table 3.2-22 Original Design First Cost
Equipment First Cost 300 Ton Chiller $89,900.00 350 Ton Chillers $121,800.00 350 Ton Redundant Chiller $121,800.00
Total $333,500.00 Table 3.2-23 New Chiller Configuration
From this first cost analysis it can be seen that just by using three smaller chillers opposed to two
larger chillers reduces the first cost of the equipment by $96,500. On a first cost analysis this
makes this option more attractive. Next, the operation cost of running these two configurations
was analyzed. As before it was assumed that on average the 650 ton chiller would run at an EER
of 7 during the night when the load is around 110 tons and at on average an EER of 13 during
the day. With the new configuration the chillers would run on average at an EER of 13 all the
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Linda Lewis Mechanical Option Senior Thesis Report Spring 2005
time. This led to the cost savings of approximately $8,040 a year in operating costs. An overall
cost of operation of each configuration and the savings achieved by the new configuration can be
seen in Table 3.2-24 below. On average from November to March the new system saves $524 a
month and from April to October $775 per month.
Table 3.2-24 Operation Cost Saving New Chiller Configuration
Month Cost with 2-650
Ton Chillers
Cost with 1-300 Ton, 2-350
Ton Chillers Savings January $5,882 $5,492 $390 February $6,199 $5,662 $537
March $5,913 $5,433 $480 April $7,806 $6,993 $814 May $7,694 $7,289 $405 June $8,331 $7,451 $879 July $8,624 $7,828 $797
August $8,513 $7,644 $869 September $8,308 $7,461 $847
October $8,149 $7,339 $810 November $6,477 $5,694 $782 December $6,186 $5,757 $430
Total Price $88,083 $80,043 $8,040