22-Mec-B2 Environmental Control in Buildings · December 2013
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Paper format. Professional Engineers of Ontario / Engineers Canada annual examination 07-Mec-B2 Environmental Control in Buildings, December 2013 — 3 hours, open book, non-communicating calculator permitted. Eight problems of 20 points each; candidates answer any five. ASHRAE psychrometric charts (SI and I-P) and an R-134a pressure–enthalpy diagram are appended to the paper. All eight problems are solved below, because the set is intended as a study resource.
Reference texts. ASHRAE Handbook — Fundamentals (Ch. 1 Psychrometrics, Ch. 15 Fenestration, Ch. 16 Ventilation and Infiltration, Ch. 18 Nonresidential Cooling and Heating Load Calculations, Ch. 21 Duct Design); McQuiston, Parker & Spitler, Heating, Ventilating, and Air Conditioning: Analysis and Design, 6th ed.; Çengel & Boles, Thermodynamics: An Engineering Approach, 9th ed. (R-134a property tables); ANSI/ASHRAE Standard 55 Thermal Environmental Conditions for Human Occupancy; ANSI/ASHRAE Standard 62.1 Ventilation for Acceptable Indoor Air Quality. Canadian practice: National Energy Code of Canada for Buildings (NECB) and CSA F280 where a Canadian code reference is required.
Check — table-derived coefficients. This is an open-book paper whose cover page instructs candidates to “submit a clear statement of the assumption(s)” made. Where a solution needs a value that is read from a handbook table or chart rather than given in the question — shading coefficients, air-space thermal resistances, curtain-wall leakage rates, surface-averaged wind pressure coefficients, window and door U-factors, CO2 generation rates — the value used is stated explicitly at the point of use with its source. The method, not the table entry, is what the marks follow; a different edition of the table shifts the arithmetic but not the answer structure.
Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.
Given.
| Quantity | Symbol | Value |
|---|---|---|
| Total pressure available at plenum | $p_{t}$ | 0.15 in. wg |
| Diffuser A (via sections 1–2) | — | 80 cfm, boot loss 0.050 in. wg, 35 + 15 = 50 ft |
| Diffuser B (via sections 1–3–4) | — | 100 cfm, boot loss 0.040 in. wg, 35 + 15 + 35 = 85 ft |
| Diffuser C (via sections 1–3–5) | — | 120 cfm, boot loss 0.036 in. wg, 35 + 15 + 23 = 73 ft |
| Total system airflow | $\dot V$ | 80 + 100 + 120 = 300 cfm |
| Duct material | — | round galvanised steel, $\varepsilon$ = 0.0003 ft |
Find. A round-duct size for each of the five sections by the equal-friction method, and the actual total-pressure loss of each of the three runs with those sizes in place.
[Figure not reproduced: Figure 6.1 — Duct layout redrawn from the examination figure, with the five sections and the sizes determined below. Section 1 carries the full 300 cfm; section 3 carries 220 cfm after the 80 cfm branch is taken off. See the official exam paper.]
Approach. Equal friction means every section is sized at one common friction rate. The rate is set by the most demanding run — the one with the least pressure left over per foot after its boot loss is paid. Size each section at that rate, round up to the next commercially available diameter, then recompute the real loss of each run with the rounded sizes.
| Section | Flow (cfm) | Length (ft) | Required D (in.) | Selected D | Velocity (fpm) | Loss (in. wg) |
|---|---|---|---|---|---|---|
| Section 1 | 300 | 35 | 8.25 | 9 in. | 679 | 0.0296 |
| Section 2 | 80 | 15 | 5.04 | 6 in. | 407 | 0.0083 |
| Section 3 | 220 | 15 | 7.35 | 8 in. | 630 | 0.0128 |
| Section 4 | 100 | 35 | 5.48 | 6 in. | 509 | 0.0291 |
| Section 5 | 120 | 23 | 5.86 | 6 in. | 611 | 0.0266 |
Check — fittings and equivalent length. The figure gives no fitting data, so elbow and take-off losses are not itemised; the elbows at the risers and boots are taken as included in the quoted boot pressure drops, and the tees are assumed loss-free on the straight-through path. In a real design each fitting would be converted to an equivalent length (typically 10–20 diameters per elbow) and added to the run length, which would roughly double the friction component and reduce the damper margins — but the index run would still be run B and the sizing procedure would be unchanged.
| Quantity | Result |
|---|---|
| Design friction rate (equal-friction) | 0.129 in. wg per 100 ft — set by run B |
| Section 1 (300 cfm, 35 ft) | 9 in. diameter, 679 fpm, 0.0296 in. wg |
| Section 2 (80 cfm, 15 ft) | 6 in. diameter, 407 fpm, 0.0083 in. wg |
| Section 3 (220 cfm, 15 ft) | 8 in. diameter, 630 fpm, 0.0128 in. wg |
| Section 4 (100 cfm, 35 ft) | 6 in. diameter, 509 fpm, 0.0291 in. wg |
| Section 5 (120 cfm, 23 ft) | 6 in. diameter, 611 fpm, 0.0266 in. wg |
| Actual loss, run A / B / C | 0.088 / 0.112 / 0.105 in. wg (all < 0.15 available) |
| Balancing damper drop, run A / B / C | 0.062 / 0.038 / 0.045 in. wg |