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24-MMP-B4 Mine Ventilation and Occupational Hygiene · May 2014

Question 5 of 6: Adiabatic Compressible Steam Flow — Normal Delivery and Coil-Shear Relief

Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)

Notes on this paper

National Exams (BC), 09-MMP-B4 Occupational Health, Safety and Loss Management (Mine Ventilation and Occupational Hygiene), May 2014, 3 hours, open book with calculator permitted. Answer any five of the six questions; every question (1-6) is answered in full as a complete study resource.

Reference texts: Crowl & Louvar, Chemical Process Safety: Fundamentals with Applications, 4th ed.; ACGIH, TLVs and BEIs and Industrial Ventilation: A Manual of Recommended Practice; OSHA 29 CFR 1904 Recordkeeping; WorkSafeBC/BC Health, Safety and Reclamation Code for Mines.

Question 5: Adiabatic Compressible Steam Flow — Normal Delivery and Coil-Shear Relief (20 marks)

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.

Source note. The exam's own Marking Scheme (page 5) allocates 15 of this question's 20 marks to part (a) and reserves a separate 2-mark part (c) — but the printed exam booklet shows only the data-setup paragraph reproduced above for (a), with no explicit computational task-verb, and no (c) sub-part exists on the page at all. Exam-day strategy used below: part (a)'s data ("steam supplied... through 53 ft of header... 20 ft coil") is exactly the setup needed to compute the piping system's normal, intact-system steam delivery capacity using the same adiabatic-flow method that part (b) names explicitly — the natural, mark-weight-consistent task implied by the given data — so that is solved as part (a); part (b) is answered as printed (maximum flow after a shear, worst case = shortest remaining flow path); part (c) is answered as a short, defensible 2-mark professional-practice recommendation consistent with the part (b) result, since its own task text is not recoverable from the source.

(a) Normal steam delivery capacity, intact 73 ft supply line

Given. Saturated steam at $P_1=125$ psig ($139.7$ psia); 0.5-in schedule 80 pipe, internal diameter $D=0.546$ in; total intact flow path = 53 ft header + 20 ft coil $=73$ ft equivalent length; discharge to atmospheric back-pressure $P_{atm}=14.7$ psia; commercial steel pipe (roughness $\varepsilon=0.045$ mm, no roughness value given).

Find. The steady mass flow rate of steam the intact 73 ft supply line can deliver, using adiabatic flow of a compressible gas through a pipe with friction.

Approach. Steam is approximated as an ideal gas ($k=1.3$, $T_{sat}(139.7\ \text{psia})\approx451.4\ \text{K}$, from saturated steam tables) for the compressible-flow calculation. First check whether the flow chokes: the critical pressure ratio for $k=1.3$ is $$\left(\frac{P^*}{P_1}\right)_{crit}=\left(\frac{2}{k+1}\right)^{k/(k-1)}=0.542$$ Since $P_{atm}/P_1=14.7/139.7=0.105\ll0.542$, the flow chokes (reaches sonic velocity) somewhere inside the pipe regardless of how low the downstream pressure actually is, so the maximum mass flux $G$ is governed entirely by the pipe's own friction length $fL/D$ and the header's stagnation state — not by the exact exit back-pressure. Adiabatic Fanno-flow theory (energy balance + momentum balance + ideal-gas EOS, integrated along the duct) gives the sonic-point temperature and the friction-length relation: $$T^*=T_1\frac{2}{k+1},\qquad \frac{fL}{D}=-\frac{k+1}{k}\ln\frac{v^*}{v_1}-\frac{R_sT_1}{G^2}\left(\frac{1}{v^{*2}}-\frac{1}{v_1^{2}}\right),\qquad v^*=\frac{\sqrt{kR_sT^*}}{G}$$ solved simultaneously for $G$ given the pipe's actual $fL/D$ (friction factor $f$ iterated against Reynolds number via the Colebrook/Swamee–Jain correlation, since $f$ depends on the very mass flux being solved for).

  1. Sonic-point temperature. Independent of friction, from the energy balance alone: $$T^*=T_1\frac{2}{k+1}=451.4\times\frac{2}{2.3}=\boxed{392.5\ \text{K}}$$
  2. Friction factor, iterated. Starting from an assumed $f\approx0.02$ (fully turbulent estimate), solving for $G$, computing $Re=GD/\mu$ ($\mu_{steam}\approx1.3\times10^{-5}\ \text{Pa}\cdot\text{s}$), and re-evaluating $f$ via Swamee–Jain converges after a few iterations to $$Re\approx3.24\times10^5,\qquad f\approx0.0273,\qquad \frac{fL}{D}=0.0273\times\frac{73\times0.3048}{0.546\times0.0254}=43.8$$
  3. Solve for the choked mass flux $G$. Substituting $fL/D=43.8$ into the Fanno-flow friction-length relation and solving simultaneously with the sonic-point condition ($v^*=\sqrt{kR_sT^*}/G$) gives $$G=\boxed{304\ \text{kg/(m}^2\text{s)}}$$ with sonic-point pressure $P^*\approx16.5\ \text{psia}$ — confirming $P^*>P_{atm}$, i.e. the flow is indeed choked as assumed.
  4. Mass flow rate. Pipe flow area $A=\frac{\pi}{4}D^2=\frac{\pi}{4}(0.546\times0.0254)^2=1.511\times10^{-4}\ \text{m}^2$: $$\dot m=GA=304\times1.511\times10^{-4}=0.0459\ \text{kg/s}=\boxed{364\ \text{lb}_m/\text{hr}}$$
QuantityValue
Choked mass flux, $G$304 kg/(m²s)
Sonic-point pressure, $P^*$16.5 psia (> 14.7 psia atm, choked)
Normal delivery mass flow rate0.0459 kg/s ≈ 364 lbm/hr

The full 73 ft supply line is friction-limited well before it could deliver anywhere near the flow a short, frictionless opening at 125 psig would suggest — the very high $fL/D\approx44$ for this small-bore (0.546-in) pipe is the dominant term, which is exactly why the shorter path in part (b) delivers a noticeably higher flow for the same upstream conditions.

(b) Maximum mass flow after a coil shear

Given. Same header/steam state as part (a); if the coil shears, the worst case (maximum credible relief flow, the governing case for sizing a relief system) is a shear occurring at the point where the coil meets the reactor wall — i.e. the shortest possible remaining flow path from the header, just the 53 ft header itself, with none of the 20 ft coil length adding further friction.

Find. The maximum mass flow rate of steam discharging from the sheared point, via the same adiabatic-flow-with-friction method as part (a).

  1. Friction factor, iterated (53 ft path). Same iteration as part (a) but with $L=53$ ft: $$Re\approx3.76\times10^5,\qquad f\approx0.0272,\qquad \frac{fL}{D}=0.0272\times\frac{53\times0.3048}{0.546\times0.0254}=31.7$$
  2. Choked mass flux. Shorter path $\to$ less total friction $\to$ higher achievable $G$ for the same header state: $$G=\boxed{352\ \text{kg/(m}^2\text{s)}}$$ with sonic-point pressure $P^*\approx19.1\ \text{psia}>P_{atm}$ (choked, confirmed).
  3. Mass flow rate. $$\dot m=GA=352\times1.511\times10^{-4}=0.0532\ \text{kg/s}=\boxed{422\ \text{lb}_m/\text{hr}}$$
QuantityValue
Choked mass flux, $G$352 kg/(m²s)
Maximum relief mass flow rate0.0532 kg/s ≈ 422 lbm/hr
Main header supply53 ft equivalent length, 0.546-in IDReactor vesselHeating coil, 20 ft of same pipeworst-case shear point(minimum coil length before opening -> max relief flow)Steam 125 psig sat.
Fig. 5 — Steam supply system: 53 ft header feeding a 20 ft coil inside the reactor. The worst-case shear point (shortest remaining path, maximum relief flow) is right where the coil enters the vessel.

Because friction dominates this small-bore pipe, the maximum credible relief flow (422 lbm/hr, a shear right at the coil's entry to the vessel) is about 16% higher than the intact system's normal delivery flow (364 lbm/hr) — a modest, not dramatic, increase, since even the shorter 53 ft path still carries a large friction penalty for a pipe this small.

(c) Relief-system recommendation

Part (c) — With the source's own text for this 2-mark sub-part unrecoverable (see the Source note above), the professional-practice answer consistent with the part (b) result is: specify a spring-loaded safety/relief valve on the reactor, set to open at or below the vessel's maximum allowable working pressure and sized (per API RP 520/526) to pass at least the maximum credible steam flow found in part (b), $\approx422\ \text{lb}_m/\text{hr}$ (with an added margin for accumulation), discharging through a properly sized tailpipe to a safe location; a low-flow or high-temperature interlock on the coil supply line, tripping the header isolation valve, is a complementary detection layer that would limit the duration (not just the peak rate) of any coil-shear release.

Check: steam is approximated as an ideal gas ($k=1.3$) for the compressible-flow solution rather than using full steam-table (non-ideal) properties; $T_{sat}(139.7\ \text{psia})\approx451.4\ \text{K}$ is read from standard saturated steam tables; the Darcy friction factor is computed from the Colebrook/Swamee–Jain correlation for commercial steel roughness (0.045 mm), since no pipe roughness or friction factor was given in the source; part (a)'s task itself is a reconstruction (see the Source note) — the compressible-flow method below applies regardless of that reconstruction.