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Reference Publication:   Chandra, Subrato, Neil Moyer, Danny Parker, David Beal, David Chasar, Eric Martin, Janet McIlvaine, Ross McCluney, Andrew Gordon, Mike Lubliner, Mike McSorley, Ken Fonorow, Mike Mullens, Mark McGinley, Stephanie Hutchinson, David Hoak, Stephen Barkaszi, Carlos Colon, John Sherwin, Rob Vieira, and Susan Wichers. Building America Industrialized Housing Partnership, Annual Report - Sixth Budget Period. 4/1/04 - 3/31/05.
Building America Industrialized Housing Partnership, Annual Report - Sixth Budget Period

BAIHP Research:
C. Field and Laboratory Building Science Research Cont'd

  • Return Air Pathway Study
    Research by BAIHP Researcher Neil Moyer with BAIHP Industry Partner Tamarack

Scope

In effect since March 2003, Section 601.4 of the Florida Building Code applies to residential and commercial buildings having interior doors and one, centrally located return air intake per heating and cooling system.

Objective Of The New Florida HVAC Code Requirement

Reduce pressure difference in closed rooms with respect to (wrt) the space where the central return is located to 0.01” water column (wc) or 2.5 pascal (Pa) or less. Pressure imbalances created by restricted return air flow from rooms isolated from the central return by closed interior doors create uncontrolled air flow patterns.

Figure 95 Return Air Flow Test Chamber

Technical Background

Ideally, forced-air heating and cooling systems circulate an equal volume of return air and supply air through the conditioning system, keeping air pressure throughout the building neutral. Each conditioned space in the building should, ideally, be at neutral air pressure at all times.

When a space is under a positive air pressure, indoor air will be pushed outward in the walls, floor and ceiling. When a space is under a negative pressure, air will be pulled inward through the walls, floor and ceiling. Negative and positive air pressures in buildings result from uncontrolled air flow patterns.

Section 601.4 of the Florida Building Code specifically deals with the uncontrolled air flow pattern when interior doors are closed thereby reducing return air flow from the closed room, while maintaining the same supply air flow to the room. This imbalance of supply and return air has been addressed conventionally by the common practice of undercutting interior doors to allow return air to flow from the room. This research quantifies the volume of air flow provided by this and other methods of return air egress from closed rooms.

Section 601.4 limits the air pressure imbalance in closed rooms to 0.01” wc or 2.5 pascals when compared to, or with respect to (wrt), the main body of the building where the return is located. With door undercuts, researchers have regularly observed room pressures with respect to the main body of the house (wrt mainbody) of +7 pascals (pa) or more. A room with this level of air pressure (+7pa, wrt mainbody) is trapping air, starving the heating/cooling system of return air. As the heating/cooling system struggles to pull in the designed amount of air, the resulting negative pressure pulls air into the main body of the building along the path(s) of least resistance. Usually this means that air is flowing through the walls, floor and ceiling from unconditioned spaces or outside environment to makeup for the trapped air in the closed room.

In the closed room, positive pressure builds up when return air is trapped. Conversely, the space with the central return gets depressurized because extra return air is being removed to make up for the air trapped in the closed room. More air is leaving the space (return air) than is entering the space (supply air). The positive pressure in the closed rooms pushes air into unconditioned spaces, such as the attic and wall cavities. The negative pressure in the main body of the building pulls air from unconditioned spaces. In Florida, the air brings heat and moisture with it that become an extra cooling load. This air is referred to as “mechanically induced infiltration” since the negative pressure drawing infiltration air in was created by the mechanical system.

Styles of Pressure Relief

When return air flow is restricted by closed doors, it creates pressure differences between parts of the building. This can be prevented by installing a fully ducted return system, by creating a passive return air pathway such as a louvered transoms, door undercut, “jump duct”, through-wall grilles, or a baffled through-wall grill.

A “jump duct” is simply a piece of flex duct attached to a ceiling register in the closed room and another ceiling register in the main body of the house. A jumper duct provides some noise control while providing a clear air flow path.

Figure 96 Installing sound baffled return air flow through wall insert made by Tamarack.

A through-wall grille is the simplest and least expensive approach to pressure relief for closed rooms. Holes opposite each other on either side of the wall within the same stud bay are covered with a return air grilles. The downside of this approach is a severe compromise the privacy of the closed room. An improvement on this theme would be to locate one of the grilles high on the wall and the opposing opening low on the wall. Also, such openings in interior wall cavities introduce conditioned air into what is typically an unconditioned space possibly contributing to other building problems.

However, connecting the two openings with a sleeve of rigid ducting forms an enclosed air flow path that limits introduction of conditioned air into the wall cavity but doesn’t solve the visual and sound privacy issues. To address this problem, BAIHP Industry Partner Tamarack developed a sleeve with a baffle that can reduce the transfer of light and sound but still provide adequate air flow to minimize pressure differences. The product is called a Return Air Path (RAP).

Figure 97 Installing unbaffled return air flow through wall grille

To validate the effectiveness of this product and other approaches to providing return air pathways, Tamarack and BAIHP researchers devised a test apparatus and conducted experiments in FSEC’s Building Science Laboratory.

Testing Protocol

In May of 2003, a chamber was constructed at FSEC (Figures 95-98) that simulated a frame construction room with an 8 foot high ceiling. A “Minneapolis Duct Blaster” was connected to one end of the room with a flexible duct connection leading out of the room to provide control over pressure in test chamber.

In the middle of the chamber, on a stool, a radio was tuned “off station” to effectively create a standardized level of “white noise” at 57 dBA inside the chamber with the “door” closed. The temperature at the start of the tests was 80°F at 40%RH. A sound meter was located outside the chamber on a stand 4 feet above the floor and 20 inches from the middle of the chamber wall surface.

The sound level in the test facility outside the chamber with the “white noise” turned off was 36.4 dBA and with the “white noise” turned on was 41.5 dBA, an average, sampled over a 30 second period. A series of tests on 31 different set-ups were performed, measuring the flow at 3 different pressure levels and recording a 30 second sound sample with the “Duct Blaster” deactivated.

Tests were made for 6” and 8” jump ducts, five different sized wall openings (Figure 97) in different configurations including straight through with and without sleeves, straight through with sleeve and privacy baffle (Figure 96), and high/low offset using the wall cavity as a duct, and three different slots simulating three different size undercut doors.

Results

Table 60 summarizes the results of these tests arranged in ascending air flow order based on the results at 2.5 Pascals (0.01” wc), the maximum allowable pressure in a closed room under new requirement in Florida Building Code, Section 601.4.

Table 60 Air Flow Resulting from Various Return Air Path Configurations
at Controlled Room Pressure Difference (ΔP) with respect to Return Zone

Dim.

Air Flow (cfm) at

Area

Air Flow to Area Ratio

Return Air Path Configuration

Extra

ΔP=1 pa

ΔP=2.5
pa

ΔP=5 pa

6 dia

22

36

52

28

1.29

Jumper Duct

.

4x12

26

41

60

48

0.85

Wall Cavity

.

4x12

25

42

61

48

0.88

Wall Sleeve

RAP Insert

4x12

28

45

65

48

0.94

No Sleeve

.

4x12

29

46

68

48

0.96

Wall Sleeve

.

8x8

31

49

72

64

0.77

Wall Cavity

.

12x6

32

52

75

72

0.72

Wall Cavity

.

12x6

33

56

82

72

0.78

Wall Sleeve

RAP Insert

8x8

35

57

81

64

0.89

No Sleeve

.

8x8

34

58

83

64

0.91

Wall Sleeve

RAP Insert

8x8

36

59

85

64

0.92

Wall Sleeve

.

12x6

36

60

88

72

0.83

No Sleeve

.

12x6

37

60

88

72

0.83

Wall Sleeve

.

1 x 30

39

61

88

30

2.03

Slot

.

8 dia

38

62

90

50

1.24

Jumper Duct

.

1 x 32

42

65

92

32

2.03

Slot

.

8x8

40

67

95

64

1.05

Wall Cavity

Two Inside Holes

8x14

44

70

100

112

0.63

Wall Cavity

.

12x12

45

72

103

144

0.50

Wall Cavity

.

1 x 36

49

73

103

36

2.03

Slot

.

8x14

61

101

146

112

0.90

Wall Sleeve

RAP Insert

8x14

68

107

153

112

0.96

No Sleeve

.

8x14

68

110

154

112

0.98

Wall Sleeve

.

12x12

75

119

170

144

0.83

No Sleeve

.

12x12

74

120

169

144

0.83

Wall Sleeve

.

12x12

74

120

174

144

0.83

Wall Sleeve

RAP Insert



Figure 98 Return air flow path provided by jumper duct

By comparing the air flow of the slots (door undercut) to the openings with grilles, the detrimental effect of the grille becomes clear. The ratio of air flow (cfm) to the surface area of the slot (in 2) is more than 2 to 1 (for example; 30 in 2 to 61 cfm), whereas with grilles in place the ratio of air flow to area averages 0.83 to 1 (for example; 72 in 2 to 60 cfm). Similarly, the jump duct (Figure 98) assemblies’ air flow to area ratios average 1.19 to 1. In any calculation for the size of the through wall assembly, the resistance of the grille becomes the critical factor in determining the size of the opening for achieving the desired flow.

The following formulas account for the grille resistance and maybe used to size return air path openings.

  • Door undercuts: Area Sq. In. = CFM/2
  • Wall opening with grilles: Area Sq. In. = CFM/.83
  • Flexible jumper duct with grilles: Diameter = ÖCFM

Although there does not appear to be significant flow improvement when a sleeve is used, such an assembly will reduce the possibility of inadvertent air flow from the wall cavity itself.

The high/low grilles using the wall cavity reach maximum flow at 72 cfm because of the dimensional limitations of the wall cavity itself. Increasing the opening of each grille beyond 112 square inches does not significantly increase the flow of air through the wall cavity.

The accompanying bar chart (Figure 99) can be used to select the best method at various air flows while maintaining the room-to-building pressure difference at .01” wc. The strategies are ranked by air flow allowance (cfm) on equivalent to supply air delivered to the room. For example, an 8” jumper duct could be used to maintain 0.01 wc in rooms with supply air up to 60 cfm. Note that these transfer methods are additive so that, for example, combining a 6” transfer duct with a 1” undercut a 30” door, will provide a flow of 95 cfm to be delivered at .01” wc (Figure 99) or combining a R.A.P. 12.12 with a 1” undercut would allow up to 175 cfm to be delivered . It should be noted that door undercuts are under builder not HVAC control and that the actual dimensions are greatly affected by the thickness of the floor coverings.


Figure 99 Maximum air flow achievable using various return air paths
from closed rooms for a give supply at a room pressure of 2.5 pa or
0.1” wc with respect to the return zone. For example, an 8” jumper duct
could be used to maintain 0.01 wc in rooms with supply air up to 60 cfm.

Summary

Ideally buildings with forced air heating/cooling systems are pressure neutral. The same amount of air is removed from the building (and each room) as is supplied to it. However, this balance can be disturbed in homes that have one, centrally located return intake when interior doors are closed, blocking return of air supplied to private rooms. Other factors outside the scope of this study may also result in household pressure imbalances.

These research results are relevant to homes with forced air heating and cooling systems having a single, centrally located return air inlet with no engineered path for return air to exit closed rooms. Such systems pull return air from the whole house as long as interior doors are open. When an interior door is closed, more air is supplied to the closed room than can be removed, or returned, from the room.

Positive pressure builds up in the closed room while a negative pressure occurs in the connected spaces. Positive pressure presses outward on all surfaces and may eventually reduce supply air flow into the closed room and while pushing conditioned air through small breaks in the room’s air barrier.

To overcome house pressure imbalances caused by door closure, a variety of passive return path strategies are studied including a product produced by BAIHP Industry Partner Tamarack that overcomes privacy issues associated with through-wall grills. Achievable air flows for jump ducts, through-wall grilles, sleeved through-wall grilles, and the Tamarack baffled through-wall grille are presented.

  • Heat Pump Water Heater Evaluation
    Research by BAIHP Researcher Carlos Colon

BAIHP researcher tested the efficiency of a heat pump water heater manufactured by EMI, a division of ECR International. The unit features a compressor (R-134A refrigerant) with a wrap-around heat exchanger mounted on top of a 50-gallon storage tank. The latest controller board model #AK 4001 was installed during the test.

Figure 100 Airflow measurements using a
Duct tester on heat pump
cold air discharge

The temperature regulation of the unit is achieved by an adjustable potentiometer which sets a resistance that is measured by the controller board and translated into the corresponding temperatures. The set temperature is stored in the controller’s memory.

The controller logic is designed to operate the heat pump when the temperature in the bottom of the tank drops below the effective dead band temperature of 30°F (20°F deadband + assumed stratification of 10°F). The heat pump shuts off when the temperature in the bottom of the tank has reached 10°F below the set point temperature. The upper element of the tank operates only when the temperature in the upper tank reaches 27°F below the set point temperature.

During laboratory testing the controller’s performance was evaluated by measuring inlet and outlet water temperatures using thermocouples mounted to the copper inlet and outlet pipes as well as a Fluke hand-held thermometer inserted into the hot water outlet stream. One minute average measurements during draws were in agreement with the 10°F stratification logic utilized by EMI.

Also, following a series of hot water draws during the efficiency test (described below), the compressed refrigerant heat was able to replenish the tank to the 130 °F temperature level. However, following the heating recovery, neither compressor or resistance element were activated during standby until three days later when bottom tank temperatures dropped below 95°F. The compressor was called into operation when the tank was submitted to a hot water draw which triggered the ON compressor event in less than a minute.

Table 61 is a summary of electrical efficiency results generated from three tests performed in the laboratory. Tank pre-heating for test #1 and #2 were performed in a similar way, by forcing the compressor to turn “ON”. The tank was allowed to loose heat on standby (1-2 days) and then purged with a draw of at least 30 gallons of new water. The purge forced the compressor to operate. Preheating for the test #3 was performed with the tank relatively hot and only twelve gallons of hot water were purged. This might explain the higher outlet temperatures read during test 3. For all three tests, we attempted to heat water so that initial hot water draws were near 130 °F (+/- 5 °F). However, we noticed that temperatures at the top of the tank (upper level) increased slightly with each purge (i.e., 10.7 gallon draw). During the third test shown in Table 52 for example, outlet temperatures during the first draw averaged 129.2 °F, but during the last draw temperatures reached an average of 143.4 °F. The values shown for test #3 shows an overall hot water delivery temperature (T outlet) of 136.6 °F. The controller never called for compressor or auxiliary energy when left on standby during the completion of the test (24-hr.).

Table 61 Electrical Efficiency Results from Laboratory Tests

Test

Total Gallons Drawn

Average T inlet
(°F)

Average T outlet (°F)

Total Qout kWh

Total Qin kWh

COP

#1

63

82.3 °F

133.2 °F

7.756

3.974

1.95

#2

53.5

82.1 °F

131.2 °F

6.533

3.516

1.86

#3

65.9

82.0 °F

136.4 °F

8.789

4.254

2.06

Conclusions

The WattSaver™ heat pump water heater is rated with an energy factor (EF) of 2.45 and clearly demonstrates that heating water can be accomplished at a relative higher efficiency when compared to conventional electric water heaters. Installed in a conditioned space, and under operation with inlet water temperatures above 80 °F (e.g., Central Florida summer water mains temperatures), an average electrical (COP) efficiency of 2.0 was attained. Other measurements and performance indicators are summarized in Table 62.

Two caveats to the heat pump water heater’s performance was first the delayed recovery during standby which would present larger hot water temperature variation to the residential user. This also leads to diminished hot water capacity during long periods of no hot water use activity. Second, because the compressor’s discharge refrigerant (i.e., hottest temperatures) enter the wrap-around heat exchanger at the top of the tank, the unit demonstrated larger hot temperature variations at the tank’s upper levels when the top portion was already pre-heated. These stratified tank temperature levels differ from those obtained when heating is started with the tank filled up with mains (colder) water conditions.

Table 62 Summary of Other Measurements and Performance Overview

Typical Cooling
Air Flow rate: 87 CFM (Figure 87)
Top cavity/Fan operating : -6.4 pa
Evaporator Air temp: 73 °F (63%RH
entering) / 53.1 °F (leaving)
Condensate: 502.6 g/hr. (1.1 lb/hr)
Sensible: 1900 Btu/hr.
Latent: 957 Btu/hr
Total Capacity : 2,857 Btu/hr

Current consumption (208 VAC)
Compressor2.9 amps
Fans (2) : 0.08 Amps/each
Total 3.08 amps

 

  • NightCool - Building Integrated Cooling System
    Study led by BAIHP Researcher Danny Parker

Technical Background

Using a building’s roof to take advantage of long-wave radiation to the night sky has been long identified as a potentially productive means to reduce space cooling in buildings. This is because a typical roof at 75° F will radiate at about 55-60 W/m 2 to clear night sky and about 25 W/m2 to a cloudy sky. For a typical roof (250 square meters), this represents a cooling potential of 6,000 - 14,000 Watts or about 1.5 - 4.0 tons of cooling potential each summer night. Various physical characteristics (differential approach temperature, fan power, convection and conductance) limit what can be actually achieved, so that perhaps half of this rate of cooling can be practically obtained. Even so, careful examination of vapor compression space cooling in many homes in Florida shows that typical homes experience cooling loads averaging 33 kWh per day from June - September with roughly 9.2 kWh (28%) of this air conditioning coming between the hours of 9 PM and 7 AM when night sky radiation could greatly reduce space cooling.

A big problem with night sky radiation cooling concepts has been that they have typically required exotic building configurations. These have included very expensive “roof ponds” or, at the very least, movable roof insulation with massive roofs so that heat is not gained during daytime hours. The key element of our new configuration is that rather than using movable insulation with a massive roof or roof ponds, the insulation is installed conventionally on the ceiling. The operation of the system is detailed in the attached schematic.

Figure 101 Groundbreaking for the Nightcool instrumented experimental buildings, Florida Solar Energy Center

During the day, the building is de-coupled from the roof and heat gain to the attic space is minimized by a white reflective metal roof. During this time the space is conventionally cooled with a small air conditioner. However, at night as the interior surface of the metal roof in the attic space falls two degrees below the desired interior thermostat setpoint, the return air for the air conditioner is channeled through the attic space by way of electrically controlled louvers with the variable speed. The warm air from the interior then goes to the attic and warms the interior side of the metal roof which then radiates the heat away to the night sky. As increased cooling is required, the air handler fan speed is increased. If the interior air temperature does not cool sufficiently or the relative humidity is not kept within bounds (<55% RH) the compressor is energized to supplement the sky radiation cooling. A dehumidifier is used when temperature conditions are favorable, but moisture conditions are not. The massive construction of the building interior (tile floor and concrete interior walls) will store sensible cooling to reduce space conditioning needs during the following day.

Experimental Design

To verify the potential of the concept, the radiative cooling system will be tested in two 10 x 16' test structures. These highly instrumented buildings are located just south of the Building Science Lab (Figure 101) at the Florida Solar Energy Center (FSEC). Design and siting issues were resolved in 2004, and construction began in 2005.

One of the test sheds will be the control structure with a standard attic with R-19 ceiling insulation and an asphalt shingle roof with 1:300 ventilation. The experimental unit will have a white metal roof on metal battens and a sealed attic, which can be convectively linked to the main zone by a powered circulation fan. Both units will have slab floors, frame walls and solar control small double glazed windows.

A day/night monitoring protocol is being established with detailed instrumentation. This would involve measuring air mass flow with leaving and entering temperatures to the sealed attic space under the radiatively coupled roof. Weather parameters including a pyroheliometer would be used to determine potential night cooling along with nighttime heat dissipated to the integral night sky radiator system. Small room air conditioners would be used to supply supplemental cooling. Internal loads would be simulated by switching on and off interior lamps. A schematic of the test case and a similar drawing of the concept in a real home are shown in Figures 103 and 104.


Figure 102 Average hourly predicted cooling performance
NightCool system from June – September.

6 th Budget Period: Detailed Simulation Model

During the 6 th budget period a detailed simulation model was created. Once the simulation model was validated against known solutions (Givoni, 1994 and Santamouris and Asimakopolous, 1996), the model was then mated to TMY2 hourly weather data to predict performance around the year under realistically changing weather conditions. For the calculations we use Tampa, Florida TMY2 data adjusting the weather data wind speed to account for the greatly diminished velocity seen over roof tops in experiments done at the Flexible Roof Facility (Parker and Sherwin, 1998). Florida weather is less advantageous for the analysis than many other locations since high summer dew points will often limit cooling potential. However, this allows evaluation of the concept under difficult environmental conditions

The seasonal analysis for Tampa from June - September showed that the nocturnal system would operate an average of 8.6 hours per day, producing an average of 15.2 kWh of cooling per day for a home with a consumption of fan energy of 1.4 kWh. In a typical Florida house using 33 kWh/day this could offset about 46% of required space cooling if all could be effectively utilized. The system average operating energy efficiency ratio (EER) was 37.1 compared too 10-15 for common vapor compression air conditioners. The average daily profile of performance is shown in Figure 103 which shows the system performance.

Simulation in Other Climates

To examine concept performance elsewhere, we conducted the same simulation in three additional climates which we expected to evidence substantially different potentials. These were Atlanta, Georgia, reflecting a more moderate cooling dominated climate, Baltimore, Maryland with a mixed heating and cooling climate and Phoenix, Arizona with an arid, very hot climate.

Results are shown in Table 63. For comparison, performance indicated from the simulation for June - September are provided alongside those for Tampa, Florida. We also provide the results for the month of July in parentheses to illustrate how the cooling potential varies during the hottest conditions in each location.

Table 63 NightCool Simulation Results for Other Climates
June - September and (July Only)

Parameter

Tampa, FL

Atlanta, GA

Baltimore, MD

Phoenix, AZ

Avg Daily Cooling kWh
Avg Hrs per Night
Fan kWh
COP
SEER (Btu/Whr)

15.2 (10.8)
8.6 (7.6)
1.4 (1.3)
10.9 (8.3)
37.1 (28.4)

50.3 (42.4)
14.3 (13.9)
2.4 (2.3)
21.0 (18.4)
71.5 (62.9)

62.4 (45.4)
14.6 (13.6)
2.4 (2.3)
26.0 (19.7)
88.7 (67.4)

23.2 (11.2)
7.9 (5.3)
1.3 (0.9)
17.8 (12.4)
60.9 (42.5)

Note that each climate other than Tampa shows better performance for the concept, both in absolute cooling and in overall cooling efficiency. Atlanta and Baltimore clearly indicate the concept to produce more cooling during evening hours than could be effectively utilized. For these locations, this would suggest both interior thermal storage and nighttime dehumidification to further offset daytime cooling needs.

The very hot climate of Phoenix, however, shows that like Tampa, the concept would only be able to offset 20 - 30% of daily cooling needs, although seemingly with the potential to essentially eliminate air conditioning loads during the swing months of April - May and October. Although Phoenix has less cloud cover, and greater diurnal temperature swing, the ambient evening temperatures tend to be hotter. Consequently, in this location, the NightCool system often does not start operation until after midnight. Even so, the concept showed efficient operation in all climates along with substantial ability to offset cooling needs in more temperate locations.


Figure 103 -Scehmatic design for NightCool test facility.


Figure 104 Schematic of NightCool concept in typical residential building.


Disclaimer: This report was prepared as an account of work sponsored by an agency of the United States government. Neither the United States government nor any agency thereof, nor any of their employees, makes any warranty, express or implied, or assumes any legal liability or responsibility for the accuracy, completeness, or usefulness of any information, apparatus, product, or process disclosed, or represents that its use would not infringe privately owned rights. Reference herein to any specific commercial product, process, or service by trade name, trademark, manufacturer, or otherwise does not necessarily constitute or imply its endorsement, recommendation, or favoring by the United States government or any agency thereof. The views and opinions of authors expressed herein do not necessarily state or reflect those of the United States government or any agency thereof.

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