22-Mec-B2 Environmental Control in Buildings · May 2018
Question 7 of 8: Design heat loss from a Toronto conference room (20 marks)
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Notes on this paper
Paper format. Eight problems, three hours, open book.
Problem 1 carries 30 marks, Problem 2 carries 10 marks and Problems 3 to 8
carry 20 marks each; candidates answer any five, and indicate their choice on
the cover of the first workbook. Psychrometric charts (SI and inch-pound) and
an R-134a pressure–enthalpy diagram are appended to the paper.
All eight problems are solved below, because the set as a whole
is the study resource.
Reference texts.
ASHRAE, Handbook — Fundamentals (2021): Ch.1 psychrometrics,
Ch.16 ventilation and infiltration, Ch.18 heating and cooling load
calculations, Ch.21 duct design, Ch.26 heat, air and moisture transmission.
McQuiston, Parker and Spitler, Heating, Ventilating and Air
Conditioning: Analysis and Design, 6th ed. — loads, psychrometric
processes, duct and air distribution design.
W. P. Jones, Air Conditioning Engineering, 5th ed. — the
percentage-saturation convention, apparatus dew point and coil by-pass factor,
face-and-by-pass plant.
Shan K. Wang, Handbook of Air Conditioning and Refrigeration, 2nd
ed. — single-duct reheat and VAV systems, discriminator (zone-demand)
control.
ASHRAE Standard 55-2023, Thermal Environmental Conditions for Human
Occupancy; ASHRAE Standard 62.1-2022, Ventilation for Acceptable
Indoor Air Quality.
National Building Code of Canada 2020 and NRCan / Environment and Climate
Change Canada climatic design data for the Canadian design conditions used in
Problems 5 and 7.
Check: two readings taken from the printed
paper.
(1) The length label on the Problem 6 duct sketch is printed as
“L1 = =100 ft == 6ft”. The equation editor
has dropped the symbols after each equals sign; the pattern
“something = something = 100 ft” and
“something = something = 6 ft” means four named
lengths in two equal pairs, and the sketch shows exactly four duct runs. The
solution therefore takes L1 = L2 = 100 ft
(plenum to tee, and tee to elbow) and L3 = L4 =
6 ft (the two drops to the ceiling diffusers), and states the reading
as an assumption under cover-page instruction 1. Only the pressure totals in
parts (c) and (d) depend on it; the duct diameters in part (a) do not.
(2) Problem 1 gives the outdoor air as “percentage saturation
50 %” but the room as “RH 50 %”. These are different
quantities and the difference is deliberate: percentage saturation is
$\mu = W/W_{s}$, relative humidity is $\phi = p_{w}/p_{ws}$. At 26 °C
the 50 % saturation state is 50.8 % RH, so treating them as
interchangeable shifts the outdoor humidity ratio by about
0.2 g/kg.
Question 7: Design heat loss from a Toronto conference room
(20 marks)
Given. A single conditioned room with two exposed
walls, no floor, ceiling or party-wall loss, and infiltration driven by a stated
pressure difference.
Given data, Problem 7
Quantity
Value
Room dimensions
120 ft × 60 ft × 20 ft high
Exposed walls
two, each 120 ft long × 20 ft high
Windows
15 per exposed wall, 3 ft × 5 ft, double-hung wood sash, single glazed, non-weather-stripped, average fit, frame joint caulked
Wall build-up (outside to inside)
4 in. face brick / 12 in. sand-and-aggregate concrete block / 4 in. fibreglass board / vapour barrier / ½ in. plaster board
Pressure difference across the windward wall
0.2 in. water, outside higher
Adjacent spaces
conditioned left, right, above and below — no heat transfer assumed
Find. (a) the indoor and outdoor design conditions, with
justification, and (b) the design heat loss from the room.
Approach. Choose the design conditions from Canadian
climatic design data, build the wall U-value from the layer resistances, take
the glazing from published fenestration data, compute infiltration by the crack
method on the stated pressure difference, and sum the three.
Part (a) — outdoor design condition. The heating
design temperature for Toronto (Pearson) is 0 °F
(−18 °C), taken as the ASHRAE 99.6 % annual heating
dry bulb, which for that station is −18.2 °C
(−0.7 °F); the National Building Code of Canada 2020 January
2.5 % design temperature for Toronto is the same −18 °C.
The percentile matters: a heating plant is sized so that it just meets the load
for all but roughly 35 hours a year, and picking a colder record temperature
would oversize the plant and force it to cycle at part load for the whole
season. Design wind is 15 mph, which is the condition the surface films and
the crack-flow coefficients below assume; the outdoor air is taken as
saturated, giving $W_{o} = 0.00078\ \text{lb/lb}$.
Part (a) — indoor design condition, and a humidity
warning. Take 72 °F (22 °C) dry
bulb, the middle of the ASHRAE Standard 55 winter operative-temperature
range for sedentary occupants at 1.0 clo, which is what a seated conference
audience wears indoors in winter. Humidity has to be chosen against the glazing,
not against comfort: with $U_{g} = 0.98$ and an inside film coefficient of
$1/0.68 = 1.47\ \text{Btu/h}\cdot\text{ft}^{2}\cdot^\circ\text{F}$, the inner
glass surface sits at
$$t_{si} = t_{i} - \frac{U_{g}}{h_{i}}(t_{i} - t_{o})
= 72 - \frac{0.98}{1.47}(72) = 24.0\ ^\circ\text{F}$$
so any indoor relative humidity above about 16 % will
frost the single glazing. The practical answer is therefore 72 °F at
20 °C–equivalent comfort with the humidity held near the
20 to 25 % that ASHRAE 55 tolerates, accepting some condensation
at the glass edge, and to note in the design report that the single glazing
— not the humidifier — is the constraint.
Part (b) — areas. Only the two exposed walls lose
heat:
$$A_{\text{gross}} = 2 \times 120 \times 20 = 4{,}800\ \text{ft}^{2},\qquad
A_{\text{win}} = 30 \times 3 \times 5 = 450\ \text{ft}^{2}$$
$$A_{\text{wall}} = 4{,}800 - 450 = 4{,}350\ \text{ft}^{2}$$
The floor, ceiling and the two 60 ft end walls face conditioned space and
carry no load by the question's own instruction.
Part (b) — the wall U-value. Summing the layer
resistances in $\text{h}\cdot\text{ft}^{2}\cdot^\circ\text{F}/\text{Btu}$:
Wall thermal resistance
Layer
R
outside surface film, 15 mph winter
0.17
face brick, 4 in.
0.43
concrete block, sand and aggregate, 12 in.
1.28
fibreglass board insulation, 4 in. at R 4.0 per inch
16.00
vapour barrier (plastic film)
0.00
plaster board, ½ in.
0.45
inside surface film, still air
0.68
Total
19.01
$$U_{\text{wall}} = \frac{1}{19.01}
= 0.0526\ \frac{\text{Btu}}{\text{h}\cdot\text{ft}^{2}\cdot{}^\circ\text{F}}$$
The vapour barrier contributes nothing thermally — it is there for
moisture control, and the fibreglass board alone carries 84 % of the
resistance.
Part (b) — transmission losses. With
$\Delta t = 72 - 0 = 72\ ^\circ\text{F}$, and taking
$U_{\text{win}} = 0.98$ for a single-glazed, wood-framed, operable window:
$$\dot{Q}_{\text{wall}} = U A \Delta t = 0.0526 \times 4{,}350 \times 72
= 16{,}476\ \text{Btu/h}$$
$$\dot{Q}_{\text{win}} = 0.98 \times 450 \times 72 = 31{,}752\ \text{Btu/h}$$
The windows occupy 9 % of the exposed wall area and lose almost twice as
much as the other 91 % — a ratio of nineteen to one in loss per
square foot.
Part (b) — infiltration by the crack method. A
double-hung sash leaks along its perimeter and along the meeting rail, so the
crack length per window is
$$L_{c} = 2H + 3W = 2(5) + 3(3) = 19\ \text{ft}$$
Only the windward wall infiltrates — the leeward wall exfiltrates —
so 15 windows are counted, giving 285 ft of crack. (The alternative
convention of taking half the total crack length gives
$\tfrac{1}{2}(30)(19) = 285\ \text{ft}$ as well, so the two rules agree here.)
The crack flow follows a power law in the pressure difference,
$$\frac{\dot{V}}{L_{c}} = K\,(\Delta p)^{n}
= 3.4\,(0.2)^{0.65} = 1.194\ \frac{\text{cfm}}{\text{ft}}$$
with $K = 3.4$ and $n = 0.65$ for an average-fit, non-weather-stripped
double-hung wood sash; the caulked frame-to-wall joint means no separate frame
leakage need be added. Hence
$$\dot{V}_{\text{inf}} = 1.194 \times 285 = \boxed{340\ \text{cfm}}$$
which is 0.14 air changes per hour on the 144,000 ft³ room — a
believable figure for leaky sash windows, and a useful sanity check that the
coefficient has been applied correctly.
Part (b) — the infiltration load and the total.
$$\dot{Q}_{\text{inf}} = 1.08\,\dot{V}\,\Delta t = 1.08 \times 340 \times 72
= 26{,}470\ \text{Btu/h}$$
$$\dot{Q}_{\text{total}} = 16{,}476 + 31{,}752 + 26{,}470
= \boxed{74{,}700\ \text{Btu/h}} \equiv 21.9\ \text{kW}$$
Expressed against the floor area that is 10.4 Btu/h per square foot, which
is a high but entirely plausible intensity for a 1960s-vintage single-glazed
perimeter space.
Interpret the split, and note what has been left out.
Windows take 42.5 % of the loss, infiltration 35.4 % and the insulated
wall only 22.1 %. Replacing the single glazing with a sealed double unit
at $U = 0.49$ would remove 15,900 Btu/h and weather-stripping the sashes
would remove roughly half the infiltration — together a 34 % cut, for
far less money than any change to the already well-insulated wall. Two
deliberate omissions should be declared: the humidification load, which at
20 % indoor relative humidity is a further
$4{,}840 \times 340 \times (0.00331 - 0.00078) = 4{,}160\ \text{Btu/h}$ of
latent duty and is normally carried by the central plant rather than by the
room; and any internal gain from the occupants, which a design heat-loss
calculation properly ignores because the plant must be able to bring the room up
from cold before they arrive.
Problem 7 (b): the wall section. The 4 in. of fibreglass board carries 84 % of the thermal resistance; the masonry and the surface films contribute the rest. Layer thicknesses are drawn to scale; the two air films are shown as narrow bands.
Problem 7 (b): where the heat goes. The 450 ft² of single glazing loses nearly twice as much as the 4,350 ft² of insulated wall.
Problem 7 — results
Part
Quantity
Result
(a)
Outdoor design temperature
0 °F (-18 °C), ASHRAE 99.6 % heating dry bulb / NBC January 2.5 % for Toronto
(a)
Indoor design condition
72 °F (22 °C), ASHRAE 55 winter zone at 1.0 clo; relative humidity limited to about 16 % by the single glazing