SAFETY ASSESSMENT OF UNIGNITED HYDROGEN DISCHARGE FROM ONBOARD STORAGE IN GARAGES WITH LOW LEVELS OF NATURAL VENTILATION

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Transcript SAFETY ASSESSMENT OF UNIGNITED HYDROGEN DISCHARGE FROM ONBOARD STORAGE IN GARAGES WITH LOW LEVELS OF NATURAL VENTILATION

ICHS 4 San Francisco 12-14 2011 Safety Assessment of Unignited Hydrogen Discharge from Onboard Storage in Garages with Low Levels of Natural Ventilation Síle Brennan, Vladimir Molkov Hydrogen Safety Engineering and Research Centre (HySAFER)

Outline

Motivation for the work

Pressure peaking

Description of the problem

Methodology

Results

Conclusions

12 th September 2011

Motivation

Safety levels

in H 2 technologies need to be at least the same as those in existing fossil fuel applications  Necessary to consider

indoor use

e.g. forklifts, vehicles, equipment in a garage etc.

 Build on overlooked safety issue of

“pressure peaking”

to understand requirements for safe blow-down of

on-board hydrogen storage

indoors 12 th September 2011

On-board H

2

storage

 H 2    as compressed gas (350 - 700 bar) Tanks equipped with pressure relief devices Composite tanks rupture in < 6.5 min in fire Current venting area of the PRD releases hydrogen quickly from the tank before its catastrophic failure  However, even if unignited, the release of hydrogen has been shown to result in unacceptable overpressures within the garage capable of destroying the structure 12 th September 2011

Pressure peaking (1/3)

Example

 Release in 30.4 m 3 onboard storage garage from 350 bar  PRD with typical diameter of 5 mm  Steady mass flow rate release: 390 g/s of  Garage has single vent (area ~ 1 brick)  What is the overpressure in the garage?

 Simple methods predict max 18 kPa 12 th September 2011

70 60 50 40 30

Pressure peaking (2/3)

CFD Phenomenological model , C=0.6

Garage destroyed in seconds 30.4 m 3

20 10 0 0

10-20 kPa – safety limit for civil structures

10 20 30

Time (s)

40 50 60 September 2011

Pressure peaking (3/3)

30.4 m 3

60000 50000 40000

H 2 only!

Hydrogen Methane Propane 30000 20000

10-20 kPa – safety limit for civil structures

10000 0 0 5 10 15

Time (s)

20 25 30 September 2011

Problem description (1/2)

 Used phenomenological model to investigate releases indoors e.g. garage  Model based on a known volume, vent area and release rate  Characterise garage by Air Change per Hour (ACH)  Consider range of scenarios involving a release from onboard storage through a PRD in a vented garage 12 th September 2011

Problem description (2/2)

Pressure:

Onboard storage tanks @ 350 & 700 bar   

Mass of H 2 :

“Typical” inventories of 1, 5 and 13 kg

Garage volume:

Free volumes in range 18-46 m 3

Ventilation:

All natural ventilation, assume flow out: • ACH values (0.03 – 1) 

Release parameters:

the unignited hydrogen is released into the enclosure through PRDs with different areas 12 th September 2011

Methodology

Step 1:

Relate ACH to garage volume & vent size 

Step 2:

UU blown-down model to calculate dynamics of H 2 mass flow rate from storage tank Input to phenomenological model 

Step 3:

For each scenario use phenomenological model to iteratively find PRD area such that:

P garage < 20 kPa i.e. a “safe” level

Step 4:

Find blow-down time, through PRD with “safe diameter” to tank over-pressures of 100, 50, 20, 1 & 0.1 bar 12 th September 2011

ACH & Vent Size (1/2)

Air changes per hour (ACH)

is a measure of how many times the air within a defined space (e.g. a garage) is replaced.

 ACH = Q hr /V  Q hr = air flow rate (m 3 / hr ), V = volume (m 3 ) Uncertainty in the literature in how to relate ACH to volume and vent area  Q s = air flow rate (m A = vent area 3 / s ) C = coefficient of discharge = 0.6

∆P = pressure differential between garage & atmosphere 12 th September 2011

ACH & Vent Size (2/2)

  Fix volume and ACH > find Q (per hr & per s)  Fix ∆P to find vent area, A  BUT what do we take as “∆P” ??

 50 Pa commonly used in building applications “N50”  Bigger ∆P used, smaller the vent for a given volume  Thus vent size and hence “peak-pressure” sensitive to ∆P chosen 12 th September 2011

Effect of ∆P on Vent Area

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“Current” & “safe” PRD Pressure dynamics in 30m 3 garage, ACH-0.18, 5 kg hydrogen @ 350 bars PRD diameters of 5 mm and 0.5 mm

Nomogram: 5 Kg H2 @ 350 bar 1. Volume > ACH f(P) 2. ACH > diameter 3. diameter > time

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Nomogram: 5 Kg H2 @ 700 bar 1. Volume > ACH f(P) 2. ACH > diameter 3. diameter > time

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Conclusions

 Garages characterised by ACH and volume  Pressure-peaking model for unignited released used to calculate “safe” PRD diameters and corresponding blow-down time from on-board storage in vented enclosures  This phenomenon should be accounted for in indoor use of HFC systems and must be reflected in RCS.

 Work raises questions about current approaches to fire resistance of onboard storage and PRD parameters  Further research is needed to develop safety strategies and engineering solutions.

12 th September 2011

Thank you for your attention Any questions?

[email protected]

12 th September 2011