22-Mec-B2 Environmental Control in Buildings · May 2016
Question 3 of 8: Ventilation and infiltration heat loss, and the effect of attic ventilation on ceiling loss
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Notes on this paper
Paper format. Professional
Engineers of Ontario / Engineers Canada annual examination
07-Mec-B2 Environmental Control in Buildings, May 2016,
three hours, open book. Eight problems of 20 points each;
candidates are required to solve five, and all questions carry the same
value. Psychrometric charts and an R-134a p-h diagram are appended to the
paper. All eight problems are solved here, because the set is intended
as a study resource rather than an examination script.
Reference texts for this subject.
W. P. Jones, Air Conditioning Engineering, 5th ed.,
Butterworth-Heinemann — the standard reference for this
examination code; Ch. 2–3 (psychrometry), Ch. 5–6 (heating
and cooling loads), Ch. 10 (cooling towers), Ch. 15 (fans and duct
design).
McQuiston, Parker & Spitler, Heating, Ventilating and Air
Conditioning: Analysis and Design, 6th ed., Wiley — Ch. 3
(moist air), Ch. 6 (heating loads and infiltration), Ch. 8 (energy
estimating and the degree-day method), Ch. 12–13 (fluid flow, fans
and duct design).
Moran, Shapiro, Boettner & Bailey, Fundamentals of Engineering
Thermodynamics, 9th ed., Wiley — Ch. 10 (vapour-compression
refrigeration, multistage systems and heat pumps).
ANSI/ASHRAE Standard 62.1, Ventilation for Acceptable Indoor Air
Quality; ANSI/ASHRAE Standard 55, Thermal Environmental
Conditions for Human Occupancy.
Canadian frame: National Building Code of Canada 2020
and its Appendix C design temperatures; National Energy Code of Canada
for Buildings 2020; Environment and Climate Change Canada heating
degree-day normals; CSA B52 Mechanical Refrigeration Code;
Canadian federal halocarbon regulations (SOR/2003-289) for the
refrigerant discussion in Problem 7.
Check: assumptions carried through this
paper. Cover-page instruction 1 invites a clear statement of any
assumption. Standard barometric pressure of 101.325 kPa is used throughout;
moist-air properties follow the ASHRAE Handbook — Fundamentals Ch. 1
formulation (Hyland–Wexler saturation pressure, so results agree with
the appended chart to chart-reading accuracy rather than being read off it);
R-134a properties are on the IIR datum and agree with the appended p-h
diagram. Problem-specific assumptions — climate data, fuel prices,
emission factors, air-change rates, occupant density, duct roughness and the
coil bypass factor — are stated where they are first used.
Question 3: Ventilation and infiltration heat loss, and the effect of
attic ventilation on ceiling loss (20 marks)
Given. A single-storey fast-food cafeteria in Ottawa,
30 × 100 × 9 ft, with windows and doors
on two of its four sides, held at 72 °F and 30 % relative
humidity against a −7 °F outdoor design temperature, and fitted
with a humidifier.
Given data
Quantity
Symbol
Value
Floor plan and height
—
30 × 100 × 9 ft
Gross volume
$\mathrm{Vol}$
27,000 ft³
Floor area
$A_f$
3,000 ft²
Exposed sides with openings
—
east and north (two)
Indoor design condition
$t_i,\ \phi_i$
72 $^\circ$F, 30 %
Outdoor design dry bulb
$t_o$
−7 $^\circ$F
Find. The winter design heating load attributable to
outdoor air entering the building, both as uncontrolled infiltration and as
the ventilation the occupancy requires, together with the humidifier duty
that accompanies it.
Approach. Estimate infiltration by the air-change method
for a building with two exposed sides; separately compute the outdoor air the
occupancy demands under the ASHRAE Standard 62.1 ventilation-rate procedure;
then load each air quantity with a sensible and a latent term and take the
design value as the larger of the two, because a positively pressurised
building does not do both at once.
Check: assumed air-change rate and occupant
density. The paper gives no crack data, occupancy or ventilation
rate, so two assumptions are declared under cover-page instruction 1. First,
1.0 air change per hour is taken for a building of average
construction with openings on two sides (ASHRAE Handbook —
Fundamentals, Ch. 16, air-change table). Second, the default occupant density
for a cafeteria or fast-food dining room, 100 persons per
1000 ft², is taken from ASHRAE Standard 62.1 Table 6-1,
with its rates of 7.5 cfm per person and 0.18 cfm per ft². A
lower assumed occupancy scales the ventilation result proportionally but does
not change which of the two mechanisms governs.
Moisture content of the two air streams. Indoors at
72 °F (22.22 °C) and 30 % relative humidity,
$W_i=0.004976$ lb/lb. The outdoor design condition is quoted as a dry bulb
only; at −7 °F (−21.7 °C) the air can hold
almost nothing, and taking it as saturated over ice gives
$W_o=0.000540$ lb/lb. Hence
$$\Delta t=72-(-7)=79\ ^\circ\text{F}
\qquad \Delta W=0.004976-0.000540=0.004436\ \text{lb/lb}$$
Assuming the outdoor air saturated is conservative for the humidifier and
makes no measurable difference to the sensible term.
Infiltration by the air-change method. With a gross
volume of 27,000 ft³ at one air change per hour,
$$\dot V_{inf}=\frac{\mathrm{Vol}\times \mathrm{ACH}}{60}
=\frac{27,000\times 1.0}{60}=450\ \text{cfm}$$
The standard sea-level coefficients then give
$$q_s=1.10\,\dot V\,\Delta t=1.10(450)(79)
=39,105\ \text{Btu/h}$$
$$q_l=4840\,\dot V\,\Delta W=4840(450)(0.004436)
=9,662\ \text{Btu/h}$$
$$q_{inf}=48,767\ \text{Btu/h}=14.29\ \text{kW}$$
Required ventilation air. A cafeteria is a
people-dominated occupancy, and the code minimum is far larger than the crack
flow. At 300 persons on 3,000 ft²,
$$\dot V_{vent}=R_p N+R_a A_f=7.5(300)+0.18(3,000)
=2,790\ \text{cfm}$$
Load carried by the ventilation air. The same
coefficients applied to the larger flow give
$$q_s=1.10(2,790)(79)=242,451\ \text{Btu/h}$$
$$q_l=4840(2,790)(0.004436)=59,902\ \text{Btu/h}$$
$$\boxed{\;q_{vent}=302,353\ \text{Btu/h}
=88.6\ \text{kW}\;}$$
Decide which governs. The infiltration estimate is only
16.1 % of the ventilation requirement. A building supplied with
2,790 cfm of outdoor air and relieved through a controlled path
runs at positive pressure, and the two mechanisms are therefore not additive:
the supply air suppresses the crack flow rather than adding to it. The design
figure is the ventilation load. On the east and north faces, however, the
wind-driven pressure is highest at exactly the same hours as the design
temperature, and those are the two faces with the doors — so the
outdoor-air quantity should be confirmed to exceed the wind-driven crack flow
on that side, and vestibules or air curtains should be fitted at the entrances
to keep it doing so.
Humidifier duty. The latent term above is the energy;
the water itself is the mass the humidifier must evaporate,
$$\dot m_w=\frac{60\,\dot V_{vent}}{v_o}\,\Delta W
=\frac{60(2,790)}{11.42}\,(0.004436)
=65.0\ \text{lb/h}=29.5\ \text{kg/h}$$
which is the number the humidifier is selected on.
(b) Ceiling heat loss with and without attic ventilation
Given. A ventilated attic receiving 59 L/s of
outside air at −13 °C, bounded below by a 203 m²
ceiling of $U=0.30$ W/m²·K over a space at 22 °C, and
above by a 244 m² roof of $U=2.7$ W/m²·K.
Find. The heat lost through the ceiling with the
ventilation running, and the same loss if the attic were sealed.
Steady-state energy balance on the attic. Heat arriving through the ceiling leaves through the roof and with the ventilation air; the attic temperature is whatever makes the two sides equal.
Approach. The attic is an unheated buffer space, so its
temperature is not given — it floats to whatever value balances the heat
arriving through the ceiling against the heat leaving through the roof and
with the ventilation air. Solve that balance for the attic temperature, then
evaluate the ceiling loss.
Conductances and the ventilation capacity rate. At the
outdoor condition the air density is
$$\rho_o=\frac{p}{R_a T_o}=\frac{101.325}{0.287\times 260.15}
=1.3569\ \text{kg/m}^3$$
so the ventilation stream is
$\dot m=0.059\times 1.3569=0.08006$ kg/s, and
$$\dot m c_p=0.08006\times 1006=80.54\ \text{W/K}
\qquad U_cA_c=0.30\times 203=60.90\ \text{W/K}
\qquad U_rA_r=2.7\times 244=658.80\ \text{W/K}$$
The flow is quoted at the outdoor state, so it must be converted to mass at
the outdoor density, not at 1.2 kg/m³.
Energy balance on the attic. In steady state,
$$U_cA_c\,(t_i-t_a)=\left(U_rA_r+\dot m c_p\right)(t_a-t_o)$$
$$60.90\,(22-t_a)=(658.80+80.54)\,(t_a+13)$$
Solving for the attic temperature,
$$t_a=\frac{U_cA_c\,t_i+(U_rA_r+\dot m c_p)\,t_o}
{U_cA_c+U_rA_r+\dot m c_p}=-10.34\ ^\circ\text{C}$$
Ceiling loss with ventilation.
$$\boxed{\;q_c=U_cA_c\,(t_i-t_a)=60.90\,[22-(-10.34)]
=1,969\ \text{W}\;}$$
As a check the attic balances: 1,755 W leaves through the roof and
215 W with the ventilation air, and the two sum to
1,969 W.
Ceiling loss without ventilation. Deleting the
$\dot m c_p$ term,
$$t_a=\frac{U_cA_c\,t_i+U_rA_r\,t_o}{U_cA_c+U_rA_r}
=-10.04\ ^\circ\text{C}
\qquad
\boxed{\;q_c=60.90\,[22-(-10.04)]=1,951\ \text{W}\;}$$
Compare. Ventilating the attic raises the ceiling loss
by only
$$\Delta q=1,969-1,951=18.2\ \text{W}
\qquad\text{that is, }0.93\ \%$$
The reason the penalty is so small is worth stating plainly, because it is
the point of the question. The roof conductance, 658.80 W/K, is more
than ten times the ceiling conductance, 60.90 W/K — an
uninsulated deck over a well-insulated ceiling, which is the normal
arrangement. The attic is therefore already tightly coupled to outdoors: even
sealed it settles only 2.96 K above the outdoor air, and adding a
ventilation conductance of 80.54 W/K to an existing
658.80 W/K pulls it a further 0.30 K down, to 2.66 K above
outdoors. In effect, the
ceiling already sees very nearly the full 35 K indoor-to-outdoor
difference: the ratio of the actual loss to the loss it would suffer with the
attic held at the outdoor temperature is 0.924. The engineering conclusion is
that the attic ventilation required to control condensation costs almost
nothing in heating energy and should not be traded away — the moisture
risk it removes is real, and the 18.2 W it costs is not.