091213 a method to mitigate corrosion in ballast...
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A Method to Mitigate Corrosion in Ballast Tanks of a Double Hull Tanker
Mo Husain (M) and Gary D. Shilling (V)
ABSTRACT
Ocean-going ships are especially vulnerable to corrosion, particularly their ballast tanks, which are essentially empty and filled with
air during ‘cargo leg’ portions of a voyage. Because of varying air and seawater contents ballast tanks have become especially
vulnerable, requiring , expensive periodic cleaning, resurfacing and structural repairs. It has been found that an atmosphere of inert
gas has a significant anti-corrosion effect on steel surfaces subject to salt water. This protective effect is increasingly being exploited
to protect the interior of the ballast tanks. The proposed method, described herein, uses the gas mixture from currently-available inert
gas generators, to provide a distribution system that guarantees access of the protective mixture to all points in a tank and to also
provide means to “gas free” the space for human access.
KEY WORDS: Ballast Tanks, Corrosion, Inert Gas, Gas
Freeing, Diffuser, Ship Structure
INTRODUCTION
The objective of this paper is to describe a distribution system
method that provides access of the inert gas protective mixture
to all points in the tank and also provides means of “gas
freeing” the space for human access.
Oceangoing tanker ships provide spaces for loading cargo and,
separately, spaces for holding seawater ballast when not loaded.
Tankers over 20,000 dwt. carrying crude oil, the ullage space
above the cargo in each tank must be filled with an inert gas to
prevent explosion hazards. Ballast tanks nominally contain
only seawater or are empty, and inert gas is not traditionally
required. Ballast tanks corrode badly because of varying air and
seawater contents, and this type of damage is becoming a
serious economic problem in some ships, especially tankers.
An atmosphere of inert gas has been found to have a significant
anti-corrosion effect on steel surfaces subject to salt water. This
protective effect is increasingly being exploited to protect the
interior of ballast tanks. Conveniently, tanker vessels are
already required to use an onboard inert gas generator, and this
gas mixture has been found to work well against corrosion. In
its use in cargo tanks, this use of gas to replace air is called
inerting. Furthermore, additional inert gas may have to be
introduced to an already inerted tank, to reduce the oxygen
content further – occasionally needed to offset the oxygen
ingress through structural leaks – a process called purging
Before taking on cargo, a tanker normally discharges the ballast
used on the previous voyage and allows the empty ballast tanks
to fill with air; the new anti-corrosion approach requires that the
tank be filled with inert gas instead, and this gas is displaced by
water when the ship again off loads cargo.
As tanks must be entered from time to time for inspection and
repair, it must be entered by crew or workers. However, the
inert gas, having low oxygen and elevated carbon dioxide, is
dangerous to personnel and must be gas-free before the tank can
be entered.
Corrosion of metal structures is practically unavoidable in the
marine environment, especially in enclosed spaces having
access to seawater. The extent of corrosion damage in ballast
tank interior structures has increased significantly in recent
times. OPA 90, which mandated double hulls for ocean-going
tankers, required the addition of large enclosed volumes, most
of which are adapted for ballast and therefore often nearly filled
with seawater and at other times with dead, humid air and
petroleum-derived gases and vapors.
These spaces are difficult to access, and yet must be inspected
and repaired, perhaps cleaned or coated by workers from time to
time, thus requiring occasional safe human access. In addition,
the desire to minimize structure in cargo spaces has required
increased load-bearing structure in ballast spaces, voids, and
difficult to reach nooks and crannies throughout the tank space.
Even under moderate conditions, the ballast spaces provide a
most hospitable environment for accelerated corrosion.
Sometimes the deck can absorb solar heat, creating temperatures
up to 140 degrees F in interior spaces. For a new vessel,
deterioration starts on the first day of operation and accelerates
throughout its lifetime.
The economic consequences for ship operators are staggering.
Corrosion-related hull repair and out-of-service costs are
increasing. A related issue, which is yet to be fully explored, is
the porous nature of the surface corrosion product, which may
retain flammable or toxic gases to some degree even after
cleaning.
Ballast tank corrosion has now become the principal reason for
reduced service life of double hull tankers.
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COATING AND CATHODIC PROTECTION
Coatings have always been the primary defense against
corrosion, although they have not always been required for
ballast tanks in the past Additionally coatings have proven to not
be effective because of cracks caused by structural deformations
and bacterial actions There is nothing new in the use of coatings,
so these problems continue to plague the effectiveness of
coatings
Ballast spaces represent about half of the ship’s vulnerable area.
In many cases they have small spaces that are hidden by
structure and are essentially inaccessible, so complete coverage
by applied coatings cannot be assured. Fluids, gases and
microorganisms can reach anywhere. Despite these factors, ship
operators are adopting a different approach: apply coatings, use
anodic protection for the ballast leg of the voyage, and finally
inert the empty tank during the cargo leg. These measures, as
they are being applied in these new circumstances, are not
effective. An apt view of the situation is provided by the Center
for Tankship Excellence:
”There is no magic coating that will solve this problem. Using
waterborne zinc silicate or a really well designed solvent free
epoxy might be a substantial help, but unless the yards are
forced to completely change their coating procedures, - a very
good idea, by the way – will be forced to continue to use
“application friendly” coatings which in longevity are little
better than the coal tar epoxies of 25 years ago – and in some
cases worse. No paint vendor will guarantee these coatings fore
more than 10 years and these are bit of a joke……… There have
been numerous reports of double hull tankers less than five
years old requiring massive coating repair. The best that an
owner of a double hull VLCC relying on coating can hope for is
to put off a 15 million dollar reblast and recoat for ten or so
years. The problem for the regulator is that most owners will
put off this kind of expenditures for too long, which will
generate a series of casualties, some of which may only involve
spillage, but some of which will involve the loss of a crew.”
Cathodic protection uses attached zinc anodes to absorb
electrolytic current flow that would otherwise cause oxidation.
To quote again from the Center for Tankship Excellence,
“….But this has to be done properly and currently most tanker
owner do a putrid job of maintaining cathodic protection in
ballast tanks. The method of choice is a superintendent
periodically inspects a tank, kicks the anode, and pontificates
that the anode is or is it not still effective ….. somebody kick an
anode and write down 30% wasted….”
International regulations require the use of inert gas in cargo
tanks to prevent fire and explosion, but not in ballast tanks.
However, empty ballast tanks are still vulnerable to the leakage
of oil or gas from outside and the use of inert gas would have
some fire protective value. As discussed below, however, the
distribution of inert gas to all interior surface is not assured and
thus the use of inert gas in the ballast tanks must provide for
total distribution along the tank inner surface. This is the
novelty of the invention, the combination of inert gas creation
combined with its total distribution over all surfaces of the
ballast tank interior.
CORROSION PROCESS
Electrochemical Corrosion
Corrosion is primarily an electrochemical process; it is the
deterioration of a metallic surface as a consequence of two
chemical processes such as:
Anode reaction: 2Fe => 2Fe2+
+ 4e-
Cathode reaction: O2 + 2H2 + 4e- => 4OH
-
These two reactions remove iron from one site and create iron
oxide at a closely adjacent site. The resulting erosion creates
pitting, providing additional area for further corrosion. The ionic
forms constitute an electrical current. Zinc anodes provide
protection by absorbing this current, which is an essential part of
the corrosion process.
Galvanic Corrosion
Galvanic corrosion occurs when two or more dissimilar metals
are connected through a conductive environment such as salt
water. Processes similar to those above deplete material from
the anodic material and deposit it in some form on or around the
cathodic material.
Microbiologically Induced Corrosion (MIC)
Certain biological organisms can cause a high rate of corrosion,
affecting most alloys such as ductile iron, steel (including
stainless) and copper. The numerous microorganisms that
participate in these reactions are often characterized by their
visible effects. Sludge-producing or sulfur-oxidizing life forms
are involved in corrosion processes. Note in this connection that
lack of oxygen does not prevent damage from these organisms.
Typically, those of importance to us are either aerobic, requiring
oxygen, or anaerobic, requiring no oxygen. Some sulfate-
reducing bacteria, often well represented in harbor water, can
create corrosion nodules and pits in a typical ballast tank
environment.
BALLAST TANK PROTECTION METHODS
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Protective coatings are used and are partially effective, but
periodic detail tank cleaning and recoating is required in order to
remove deposits and residues of marine organisms, scale and
mud and to refresh the surface. An inerting method developed
and used successfully on a trial basis was on the tanker Empress
des Mer. Since then, Hellespont Shipping has installed inerting
system for the ballast tanks on many of their tankers. This
method uses a single feed pipe from the inert gas generator that
extends from the deck downward to the tank bottom and then
horizontally to the inner bulkhead, that is, an L-shaped pipe. In
2004 the American Bureau of Shipping (ABS) issued
guidelines for inerting ballast tanks of double hull tankers,
which also used a single feed pipe method. The central problem
with tank single feed pipe inerting systems is that the tank
interiors to be protected are not simple rectangular spaces; they
have complex structural features and voids. Additionally, they
are usually contaminated by corrosion causing marine growth
carried in by ballast water.
SYSTEM OBJECTIVE
The inert gas to be used is air from which nearly all of the
oxygen has been removed by a controlled combustion process.
This hardware is off-the-shelf marine hardware that uses diesel
fuel as the reactant. The objective is to direct the resulting inert
gas all the way to the vulnerable surfaces and thus to deprive
this critical region of oxygen. A corollary objective is to
suppress the growth of marine organisms in the vulnerable
surface region. Overall, this action will limit corrosion and also
reduce the need for periodic tank cleaning, an expensive and
somewhat hazardous, labor-intensive activity. Ultimately, the
cost of the corrosion prevention system must appear as a
component of the bottom line to offset cleaning and
maintenance costs.
SYSTEM COMPONENTS AND DESIGN
OBJECTIVE
The inert gas generator and its fuel supply, instrumentation and
auxiliaries can be obtained as a single, standardized
procurement package. The remainder of the system consists of
piping, metallic or plastic, together with valving,
instrumentation and an automatic control. The system objective
is to maintain a relatively uniform and consistent contact
between the inert gas and the interior structural surfaces of the
tank. Piping and valves deliver the inert gas from the inert gas
generator through a pressure boosting pump to specialized
diffuser nozzles. The key requirement for the number and
placement of the nozzles is to secure rapid and complete mixing
of the inlet gas with the mixture prevailing in the tank.
Complete mixing is the critical element in achieving inert gas
access to the entire inner surface of the tank, including, for
example, structural elements and recesses. The nozzles must be
planned to create an even and effective dispersion of the inert
gas to all quarters.
A methodology has been developed by means of which an
effective and economical system can be designed in detail for a
ballast space of almost arbitrary geometry. The ship is an
economic entity. The corrosion control system is, after all, not
a primary component of the ship; it is a convenience and an
economy measure and an economic element, and its installation
in a working ship cannot remove the vessel from its working
environment, while engineers ponder the design and validate its
operation. For retrofit, the installation must be planned in
advance and installed during routine maintenance. In this
connection, some level of flexibility is designed into the
installation, in the sense that a careful survey would be made
after a period of service in order to detect deficiencies, and
therefore to adapt the distribution system to observed patterns of
corrosion.
The control system, coupled with gas measuring instruments
located through out the ballast tanks, are crucial to the safe and
economic operation of the system. When gas freeing in a ballast
tank, the control system must monitor the level of oxygen
throughout the ballast tank. Additionally, while the tank is
occupied by personnel, the oxygen level throughout must be
monitored and the air flow regulated to ensure proper conditions
are sustained. For this reason the automatic control system must
be a fail-safe system, typically constructed with duplicate
synchronous components.
When inerting a tank, the gas measuring instruments connected
to the control system must provide for monitoring the
concentration of inert gas throughout the tank such that controls
can be activated to reduce, increase or distribute differently the
flow of inert gas to achieve the desired concentrations
throughout. Although this is important to the economic
operation of the system, a more important factor is management
of the time that inert gas is flowed to the different tanks.
DESIGN TOOL
Gas (Mixing) Dynamics & Computational Fluid
Dynamics
Finite-element modeling for defining the mixing and
distribution of a gas mixture in a complex three dimensional
space has been reviewed. It is unlikely that a complete
computational fluid dynamics model can be developed for each
tank in each vessel, but such a region-specific approach will at
least be needed to study typical structural anomalies. An
analytical approach of this kind has provided a library of
processes for designing the system.
4
A relatively simple mathematical model has been developed to
simulate performance of inert gas introduction into the tanks
through multitude of nozzles on a matrix like grids. The nozzles
numbers and arrangement could be varied, as well as through-
put of inert gas through the nozzles. The mathematical model
developed is a ‘linear first order differential equation’ analysis.
(Appendix A).
SYSTEM DESCRIPTION FOR SHIPBOARD
APPLICATION
The inerting of ballasting tanks as described herein comprises of
piping grid, nozzles (diffusers) placed on the piping at a certain
interval, header pipes connecting the piping grid to the inert gas
generator via a compressor. This application uses a system
similar to a previously developed ballast water treatment
product to dispense inert gas into ballast water. This corrosion
prevention system is focused on distributing inert gas into the
void of a ballast tank rather than into the ballast water.
The method uses a matrix or grid of nozzles (diffusers)
connected to the ship’s inert gas supply.
Fig. 1 Perspective View of Ballast Tank
The pressure required to drive these nozzles is of the same order
of magnitude as that required to dispense inert gas into the cargo
tanks in the fire protection system, and can be similarly
controlled. An analytical mathematical modeling system for
designing nozzle placement is discussed in the appendix.
A typical installation would use nozzles spaced perhaps ten feet
apart, disposed in a pattern favoring access to hidden locations.
These nozzles (diffusers) would be similar to those used in a
waste water treatment plant, where aeration is needed and where
there can be an accumulation of sludge just as there often is in
ballast tanks. The nozzles would be directed downward to
extend protection into a sludge layer. The diffusers are
Fig. 2 Gas Diffuser
commercially available in the US and have a history of higher
than normal reliability.
Continuous and complete circulation of inert gas could be
achieved in a few hours. The same process is used to dispel the
inert gas and replace it with air.
Figure 3 is (next page) a detailed illustration of ballast tank with
diffusers and piping.
5
Fig. 3 – Detailed Illustration of ballast tank with diffusers and piping
6
DISCUSSION OF PERFORMANCE
System performance and design algorithms are derived from the
analytical model presented in Appendix A. The specific
candidate tank selected for inerting in this paper is similar to the
tank analyzed in ABS Guide for: INERT GAS SYSTEM FOR
BALLAST TANKS – 2004 with the following assumptions:
Assumptions:
Tanker Class - ULCC
Volume of the Tank – 15,000 m3
Constituents of the gas: N2 – 87%, CO2-14% & O2-3%
Oxygen Reduction Desired – up to 5%
Number of Nozzles – 150 - 660
Gas-Flow thru Nozzles – 10 CFM or 0.283 m3 per minute
Based on the following figure 4 &5 and Table 5 of the Appendix
A, 440 nozzles are selected as an ‘economically pragmatic’
number of nozzles for a tank of approximately 15,000 m3 of an
ULCC tanker vessel.
Fig. 4 Oxygen Content Reduction By Time for 440 Nozzle
Installation
Fig. 5 Oxygen Content By Time When Gas Freeing Inert Gas
Filled tank
With 440 nozzles, time required to inert the tank, down to 5%
oxygen is approximately 4.5 hours.
Inert Gas Consumed during inerting is approximately 34,263
cubic meters.
With 440 nozzles, time required to “gas-free” the tank is 4.17
hours.
Volume of air required to “gas-free” the tank is approximately
24, 919 cubic meters.
CONCLUSIONS
This paper described an effective “inerting” system for
protecting ballast water tanks and other voids and closed spaces
from corrosion, resulting from contact with fresh or salt water,
or other fluids that support electrolytic corrosion. The
distribution system guarantees access of the inert gas to all
points in the tank, thus preventing corrosion in many ‘hidden’
spots due to complex structural design in the ballast tanks of a
double hull tanker. The system is also designed to be used to
“gas free” tanks for human access and to sustain safe personnel
conditions during periods of occupation . This system is
economical to install and maintain, because it uses highly
reliable ‘off-the-shelf’ components, making use of currently
available inert gas generators, typically already on-board large
oil carrying tankers. Finally, a methodology for designing
optimum installation elements for the system is included for all
tanks in general and specifically for a 15,000 cubic meter tank.
7
ACKNOWLEDGEMENTS
We would wish to express our appreciation and gratitude to our
Chief Scientist Charles F. Quirmbach for his immense
contribution in the production of this paper. We also thank our
Sr. Vice President Robert E. Apple and Henry M. Hunter for
their review of this paper and thoughtful analytical comments.
REFERENCES
[1] ABS – Guide for: Inert Gas System For Ballast Tanks –
2004
[2] DRAGOS RAUTA – Corrosion in Double Hull Tankers –
TANKER Operator, May 2004
[3] JACK DEVANNEY - Ballast Tank Protection - Center for
Tankship Excellence.
[4] MICHAEL B. KENNEDY - Abstract of Presentation at 28th
T.S.C.F.
[5] JAMES B BUSHMAN, P.E - Corrosion and Cathodic
Protection Theory
[6] JOHN PARENTE, JOHN C. DAIDOLA ET AL - Final
Report -Commercial Ship Design and Fabrication for
Corrosion Control – SR- 1377 - M Rosenblatt & Son -1996
[7] RICHARD MARTIN - The New Supertanker Plague –
WIRED Magazine 2002
[8] RONALD J. HUGGINS P.E - Microbiological Influenced
Corrosion
[9] ERIC ASKHEIM ET AL – Det Norske Veritas, Hovik,
Norway – How and Why Corrosion Protection of Ballast Tanks
Has Become the Business of Classification Societies
8
APPENDIX A
Derivation of Equations of Gas Flow
This paper analytically models two complimentary processes:
• Flowing inert gas into a ballast tank to impede
corrosion; and
• Flowing free air into a ballast tank filled with inert
gases to render the space humanly accessible.
The analytic models developed herein can be used to optimize
both processes by proper selection of the crucial parameters.
In the first case, gases from an inert gas generator are flowed
into a tank through pipes with nozzles uniformly placed
throughout the tank. The number and placement of the nozzles
are crucial in order to ensure uniform and timely mixing of the
inert gases with the current gas content of the tank. For example,
at the extreme, use of a single pipe for flowing inert gases into
the tank cannot ensure there are no pockets of the original
corrosive gas mixture. Furthermore, since the tank must be
continually vented to avoid increased pressure, only one inert
gas outlet cannot ensure the gas being vented is not the newly
inserted inert gas rather than the original corrosive mixture.
In the second case, the problem is how to timely and effectively
raise the oxygen density in a tank to 23% throughout the tank
from a typically low value of 5% when filled by inert, non-
corrosive gas.
The key parameters in the modeling process are the volume of
the tank and the number of nozzles used to flow inert gas or free
gas into the tank. The approach to this modeling process is to
develop a quantitative description of the amount of gas in the
tank as the gas content is transformed from a set of initial
conditions to a set of final conditions. In the first case, the
objective is to transform the content of a ballast tank from a
corrosive gas to a non-corrosive gas. In the second case, the
objective is to transform the content of a ballast tank from one
filled with inert gas to one filled with free air. For both cases a
differential equation is formulated and solved that specifies the
total quantity of oxygen in the tank at any time as the ballast
tank content is transformed.
Let V represent the fixed volume of a tank, and identify Q(t) as
the amount of oxygen present in the tanks at time t.
Assume a gas of concentration, ci, flows into the volume at a
fixed rate Fi . Units of ci are in terms of grams / unit volume;
units Fi are in terms of volume per unit time. Assume Fo
represents the fixed rate that the gas leaves the volume.
Assume also that the new gas is mixed instantly, a reasonable
assumption as long as many nozzles are uniformly distributed
throughout the tank.
If Q(t) is known, the concentration of the gas can be determined
as a function of time by:
(A1)
Applying the conservation principle:
Rate of Q in = ci Fi (A2)
Rate of Q out = c(t) Fo (A3)
Note that Fi is the total flow of all gases into the container and
Fo is the total flow of all gases out of the container. ci is the
concentration of oxygen in the total flow into the container, and
c(t) is the concentration of oxygen exhausted out of the
container. Clearly ci Fi is different from c(t)Fo , but Fi does equal
Fo.
With the above the equation can be written:
where
In this case
9
yielding
Qf is the final gas concentration.
The integral equation enabling the solution for y(t) is:
Evaluating the indefinite integral on each side of the above
equation yields:
for arbitrary constant c1.
Applying the exponential to both sides of the above equations
yields:
where
Solving for c2,
As a consequence of the continuity of the exponential function
and of Q, (18) can be written as
From this Q(t) can be solved for as:
Applying the initial conditions of
to solve for c:
Substituting for c in Eq. A20:
where Qf
Recognizing that V/F is the time, Tf, required to fill the volume
V with gas flowing in at a rate of F, the interpretation of this
quantity can be redefined as:
The final form of the equation is:
Where
APPLICATION OF EQ. A27 TO A 15,000 CUBIC
METER TANK
Equation A27 is applied to determine the quantity of Oxygen
over time for a 15,000 cubic meter tank as follows. Before
applying A27 the characteristics of the output of an inert gas
generator are needed. These details and calculations are
presented in the following table. This table is based on the ideal
10
gas equation, PV = nRT. In particular, column F is calculated
from the density form of the ideal gas equation, n/V = P/RT.
The following parameters are used in this table.
Characterization of output of inert gas generator, where:
• P = pressure, in Pascals.
• R = Universal gas constant
• M3 = Meters cubed
• Pp = Partial pressure in Pascals
• V = Volume
• T = Temperature
• n = Number of moles
Table 1. Parameters for determining mass gas flow
Inert
Volume
Percent P Temp R Grams/MinOxygen 0.03 101,325 288 8.3144621 13,540.2
CO2 0.14 101,325 288 8.3144621 80,981.6
Nitrogen 0.83 101,325 288 8.3144621 327,953.8
Total 1 303,975 422,475.6
The initial conditions for applying Eq. A27 to a 15,000 cubic
meter tank are detailed in the following table.
Table 2. Conditions for modeling inerting and gas freeing
Volume of container 15,000 cubic meters
Number of diffusers 150 - 660 count
Gas pressure on each diffusers 30 psi
Volume discharge from each diffuser 10 cubic meters / minute
Oxygen mass percent of inert gas 3.00%
Oxygen mass percent of fresh air 23.00%
Oxygen Mass density in fresh air 1,429 grams /cubic meter
Oxygen Mass density in inert gas 40.62 grams / cubic meter
Oxygen mass in free air filled tank 21,435,000 grams
Oxygen mass in inert gas filled tank at 5% mass density 2,644,168 grams
Oxygen mass in inert gas filled tank at 3% mass density 609,300 grams
Input Conditions
Using the above, the quantity Tf is detailed in the following
table for various numbers of nozzles.
Table 3. Determining time of gas flow for 15,000 cubic foot
tank
Number of diffusers 150 220 330 440 550 660
Discharge volume per diffuser
(cubic feet per minute) 10 10 10 10 10 10
Discharge volume per diffuser
(cubic meters per minute) 0.28 0.28 0.28 0.28 0.28 0.28
Total volume discharged (cubic
meters per minute) 425 623 934 1,246 1,557 1,869
Tf (minutes) 35.31 24.08 16.05 12.04 9.63 8.03
Calculation of Tf for Various Number of Nozzles
The following graphs, Fig. 5 & 6, present the results of
application of Eq. A27 to the two processes:
• Replacing a corrosive gas mixture with a non-corrosive
mixture; and
• Detoxifying a tank filled with inert gases.
These curves are plotted from Tables 4 and 5.
Fig. 5 Oxygen content by time for range of nozzles from 150 to
660 while inerting 15,000 cubic foot ballast tank
11
Fig. 6 Oxygen content by time for range of nozzles from 150 to
660 while gas freeing 15,000 cubic foot ballast tank
Table 4. Oxygen mass reduction by time for range of nozzles
from 150 to 660 while inerting a 15,000 cubic meter tank
150 220 330 440 550 660
0 23.0% 23.0% 23.0% 23.0% 23.0% 23.0%
15 22.2% 21.8% 21.2% 20.7% 20.1% 19.6%
30 21.4% 20.7% 19.6% 18.6% 17.6% 16.8%
45 20.6% 19.6% 18.1% 16.8% 15.5% 14.4%
60 19.9% 18.6% 16.8% 15.2% 13.7% 12.5%
75 19.2% 17.6% 15.5% 13.7% 12.2% 10.9%
90 18.5% 16.8% 14.4% 12.5% 10.9% 9.5%
105 17.9% 15.9% 13.4% 11.4% 9.7% 8.4%
120 17.2% 15.2% 12.5% 10.4% 8.8% 7.5%
135 16.6% 14.4% 11.6% 9.5% 7.9% 6.7%
150 16.1% 13.7% 10.9% 8.8% 7.2% 6.1%
165 15.5% 13.1% 10.2% 8.1% 6.6% 5.6%
180 15.0% 12.5% 9.5% 7.5% 6.1% 5.1%
195 14.5% 11.9% 8.9% 7.0% 5.6% 4.8%
210 14.0% 11.4% 8.4% 6.5% 5.3% 4.5%
225 13.6% 10.9% 7.9% 6.1% 4.9% 4.2%
240 13.1% 10.4% 7.5% 5.7% 4.7% 4.0%
255 12.7% 9.9% 7.1% 5.4% 4.4% 3.8%
270 12.3% 9.5% 6.7% 5.1% 4.2% 3.7%
285 11.9% 9.1% 6.4% 4.9% 4.0% 3.6%
300 11.6% 8.8% 6.1% 4.7% 3.9% 3.5%
315 11.2% 8.4% 5.8% 4.5% 3.8% 3.4%
330 10.9% 8.1% 5.6% 4.3% 3.7% 3.3%
345 10.5% 7.8% 5.3% 4.1% 3.6% 3.3%
360 10.2% 7.5% 5.1% 4.0% 3.5% 3.2%
375 9.9% 7.2% 4.9% 3.9% 3.4% 3.2%
390 9.6% 7.0% 4.8% 3.8% 3.3% 3.2%
405 9.4% 6.7% 4.6% 3.7% 3.3% 3.1%
420 9.1% 6.5% 4.5% 3.6% 3.3% 3.1%
435 8.8% 6.3% 4.3% 3.5% 3.2% 3.1%
435 8.8% 6.3% 4.3% 3.5% 3.2% 3.1%
Reduction of Oxygen Mass By Inert Gas Flow
Number of NozzlesTime
Minutes
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Table 5. Oxygen mass reduction by time for range of nozzles
from 150 to 660 while gas freeing a 15,000 cubic meter tank
150 220 330 440 550 660
0 5.0% 5.0% 5.0% 5.0% 5.0% 5.0%
15 5.7% 6.1% 6.6% 7.1% 7.6% 8.1%
30 6.5% 7.1% 8.1% 9.0% 9.8% 10.6%
45 7.2% 8.1% 9.4% 10.6% 11.7% 12.7%
60 7.8% 9.0% 10.6% 12.1% 13.3% 14.5%
75 8.4% 9.8% 11.7% 13.3% 14.7% 15.9%
90 9.0% 10.6% 12.7% 14.5% 15.9% 17.1%
105 9.6% 11.4% 13.6% 15.5% 16.9% 18.1%
120 10.2% 12.1% 14.5% 16.4% 17.8% 19.0%
135 10.7% 12.7% 15.2% 17.1% 18.6% 19.7%
150 11.2% 13.3% 15.9% 17.8% 19.2% 20.2%
165 11.7% 13.9% 16.6% 18.4% 19.8% 20.7%
180 12.2% 14.5% 17.1% 19.0% 20.2% 21.1%
195 12.6% 15.0% 17.7% 19.4% 20.6% 21.4%
210 13.1% 15.5% 18.1% 19.9% 21.0% 21.7%
225 13.5% 15.9% 18.6% 20.2% 21.3% 21.9%
240 13.9% 16.4% 19.0% 20.5% 21.5% 22.1%
255 14.3% 16.8% 19.3% 20.8% 21.7% 22.2%
270 14.6% 17.1% 19.7% 21.1% 21.9% 22.4%
285 15.0% 17.5% 20.0% 21.3% 22.1% 22.5%
300 15.3% 17.8% 20.2% 21.5% 22.2% 22.6%
315 15.6% 18.1% 20.5% 21.7% 22.3% 22.6%
330 15.9% 18.4% 20.7% 21.8% 22.4% 22.7%
345 16.2% 18.7% 20.9% 22.0% 22.5% 22.8%
360 16.5% 19.0% 21.1% 22.1% 22.6% 22.8%
375 16.8% 19.2% 21.3% 22.2% 22.6% 22.8%
390 17.0% 19.4% 21.4% 22.3% 22.7% 22.9%
405 17.3% 19.7% 21.6% 22.4% 22.7% 22.9%
420 17.5% 19.9% 21.7% 22.5% 22.8% 22.9%
435 17.7% 20.0% 21.8% 22.5% 22.8% 22.9%
435 18.0% 20.2% 21.9% 22.6% 22.8% 22.9%
Gas Freeing Inert Gas Filled Tank With Fresh Air
Time
Minutes
Number of Nozzles
13
DEVEVELOPMENT OF NOZZLE DENSITY FORM OF
DESIGN EQUATIONS
Equation 27 is converted into a density form by dividing both
sides of the equation by the volume V and substituting the
following definitions;
Since the total flow F is determined by the number of nozzles
and the flow through each nozzle, F can be expressed as:
where N is the number of nozzles and r is the flow rate through
each nozzle. Eq. A29 can then be expressed as:
Defining the nozzle density as
Eq. 34 becomes
Making the substitutions identified in Eqs. A30 through A34
yields the density form of Eq. A27.
In this form the volume of the tank no longer explicitly appears.
It is incorporated implicitly in the quantity Nd .
Finally, Eq. A37 can be simplified to facilitate its application
directly to designing the number of nozzles required for a tank
by setting c(t) to the objective oxygen percentage, cx , and
solving for Nd .
Taking the natural log of both sides and simplifying yields:
Equation 39 enables the nozzle density to be direction calculated
by specifying the objective oxygen density and the objective
time to reach the objective oxygen density.
The results of applying Eq. A39 are presented in Fig. 7 for the
objective of reducing the Oxygen content from 1,429 grams per
cubic meter of fresh air to 182 grams per cubic meter (5%) by
flowing inert gases into a tank with 3% Oxygen mass. Fig. 7
shows that if Oxygen reduction down to 182 grams per cubic
meter is desired to be achieved within 200 minutes, a nozzle
density of 40 nozzles per 1,000 cubic meters is required or one
nozzle per 25 cubic meters of tank volume. If the tank volume is
15,000 cubic meters, at least 600 nozzles are required.
Application of Eq. A39 to determine the number of nozzles
required in a tank to replace inert gases with free air within a
specified time period can be approached similarly to the process
described above.
Fig. 7. Time required to fully inert a tank as a function of the
nozzle density placement