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pipingdesigners.com Training Seminar
Section - II
C-II: Vertical Vessel Orientation
By: James O. Pennock
The
following article was prompted by questions from a young piping designer.
He wrote:
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Hi
I am getting ready to do my first vessel nozzle orientation. The vessel
is a Stripper Tower (a). Can you help me? First, what are the things I have
to take into consideration? Second, what are the key steps in the process
for doing a vessel nozzle orientation?
Regards
XXXXXXXXXXXX
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(a)The name/function of the vessel has been changed.
For your first question: "What are the
things I have to take into consideration?"
The answer to this question is very simple; you
must take everything in to consideration. Everything is important!
Someone may tell you that some things do not matter but this is not true,
everything matters.
You need to consider the following:
a) Timing: Vessel orientation is normally
the only equipment related layout activity that can be done without specific
input from a vendor. All of the information required for vessel orientation
is generated on the project in the form of P&ID data and project standards.
It is also one of the few activities that will feed one or more other
downstream groups whose work is critical to the project schedule. With
this in mind this activity can and should be started as soon as the P&ID
reaches "Approved-For-Design" (AFD) status. Te vessel orientation
activity can be started manually or on basic 2D CAD before the 3D PDS
data base is fully loaded and checked. There is some logic to doing this
activity manually or in 2D CAD because of the amount of trial and error
required to finally achieve an acceptable and approved orientation. Once
the orientation is approved and the PDS data base is ready the 3D model
can be built with no recycle.
b) The Plot Plan (Note 1): The plot
plan is required to identify the location of the vessel and its related
equipment. The related equipment includes the equipment that feeds the
vessel (is up-stream) and also the equipment that the vessel feeds (is
down-stream). It shows and locates adjacent, non-related equipment. It
also shows adjacent structures that may support the related up-stream
or down-stream equipment. It also indicates the plant features such as
pipe racks, operating aisles, maintenance access areas and the direction
of Plant North.
c) The project foundation criteria:
Vertical vessels normally sit on an octagon pad foundation with the top
of grout at EL101' - 0" (high point of finished paving = EL 100'
- 0"). You need to have and understand the type and elevation of
the foundation for this vessel.
d) The P&ID's (Note 1): The P&ID's
are required to show the process streams that connect to the Stripper
Tower and its related equipment. In my experience P&ID's are much
like the pages in a book. Some equipment (the heater) starts or shows
on sheet one P&ID the story continues with the key item (the Stripper
Tower, Thermosyphon Reboiler and Bottoms Pumps) showing on sheet two and
then continues to some conclusion (the overhead condensers) on sheet three.
You will need all three process system P&ID's. The Stripper Tower
P&ID will show a graphic of the column along with all the piping connecting
to the vessel. There will also be a data block at the top of the page.
This data block should include the vessel number, the vessel name and
the basic size. It will also indicate the design temperature and the insulation
requirements (if any). The graphic of the vessel should also indicate
the basic type of internals (Trays or Packing). If the internals are Trays
then the number of trays should be indicated. The trays just above or
just below where a line is connected should be numbered. If the internals
are some form of packing then the extent of the packing beds should be
indicated.
e) The project Line List (Note 1): The
line List is required to give you specific and critical key data about
the lines such as the Line Number, line class, maximum operating temperature
and insulation requirements,
f) The project Piping Material Specifications
(Note 1): The Piping Material Specifications are required to give you
the data about metallurgy and any specifics about fittings, flanges, valves
or requirements for PWHT (post weld heat treatment).
g) The Vessel Drawing (Note 2): The
vessel drawing at this time will most likely be marked "Preliminary."
It will give you; the inside diameter (I.D.), the tangent-to-tangent shell
length, the shape of the top and bottom heads and the skirt height. This
drawing should also have a table showing all the nozzles with the basic
information such as: identification, quantity, and size, flange rating,
the elevation above (or below) the bottom tangent line for each nozzle,
the purpose for the nozzle and any special instructions. The vessel drawing
needs to also indicate where the internals start and end inside the vessel.
h) The Internals (Note 2) (Trays or
Packing) A tower can have a number of different types and configurations
of internals. It may be Trays or it may be some form of Packing.
- Trays: If you have Trays then you need to know: the number of trays,
the spacing of the trays, the number of passes for the trays (1-pass,
2-pass, 3-pass etc.). You also need to know if there are any "draw
sumps," baffles or other special features.
- Packing: You need to know the number of "Beds," the depth
of the beds and the method of installing and removing the packing material.
You also need to know and understand about the type of feed distributor(s)
to be used. You need to know about the packing discharge nozzles.
For the purpose of this article we will assume we have 35 single pass
trays.
i) The Thermosiphon Reboiler data sheet
(Note 1): This will give you the preliminary size and type information.
The P&ID indicates that this vessel has a vertical Thermosiphon reboiler
fitted to it. Some discussion should normally take place to determine
the optimum tube length and the proper support elevation and support method.
j) The project Vessel Platform Standards
(Note 1): This will give you the required information about the minimum
vertical spacing between platforms. It will also give you specific details
about platform supports and how to make the openings where pipes must
pass through a platform. This drawing will (or should) also give you specifics
about handrails.
k) The project Vessel Ladder Standards
(Note 1): This drawing will give you all the required information about
ladder construction and more important the limits for the maximum vertical
run for a single ladder.
l) The project Vessel Nozzle Standards
(Note 1): This will give you all the normal options for un-reinforced
and reinforced nozzles. It may also show you some options for internal
nozzle piping.
m) The project Vessel Davit Standards
(Note 1): A davit is a small device permanently mounted on the vessel
that acts as a crane for lifting heavy objects such as tray sections.
n) The project Vessel Pipe Support and Guide
Standards (Note 1): These are devices attached to a vessel that support
and/or guide the vertical runs of pipe. This drawing also defines the
minimum distance from the outside of a vessel shell to the back of an
adjacent pipe. Where I came from this was called the "L" dimension.
The "L" dimension was normally 12" (adjusted as required
for insulation) The maximum was 20" without a special design. The
key was to have a minimum of 7" clear between two co-existing insulations.
These supports and guides also require a wider than normal line spacing
in the vertical plane as the lines go up or down a vessel. This is mainly
due to the configuration of the Trunnion (Note 3) support attached to
the pipe and the pipe clamp used for the guide.
o) The project Piping and Vessel Insulation
Specification (Note 1): From this document you will get the thickness
of the insulation needed for the pipes and vessel at the operating temperature.
(Note 1): These items are normally created
by your company for the project and should be "Approved for Design"
(AFD) quality documents. This means that they have been through all of the
proper in-house reviews and checks and have then been approved by the Company
and the Client for use in the design of the work.
(Note 2): These documents will initially come
from the project Vessel Engineer. They will normally be marked "Preliminary"
until they receive and process your orientation drawings. Later you may
receive the vessel fabricator's detail drawings for "Squad Check"
(review and approval).
(Note 3) For more information about a Trunnion
support see www.pipingdesigners.com look under Training
and Secondary Pipe Supports
There may be other documents that are required due to a specific company's
method of operation.
The next things you need to consider is; functionality, safety, operation,
maintenance and constructability.
Functionality: No matter what, this
vessel must do its job. You must know and understand what that intended
job is. You do not need to be a process engineer but you should be involved
in the review of the P&ID for this specific vessel. You need to hear
what the critical issues are relating to this vessel and the connected
piping. If your company does not include piping in the formal review of
the P&ID's then you need to seek out the process engineer and ask
him or her to explain the function, key points and any critical issues
relating to this vessel.
Safety: This is the other important
issue relating to vessel orientation. The operation must be able to be
done in a safe manner. The same must be said for both maintenance and
constructability. To achieve this goal the locations of nozzles relative
to the placement and arrangement of the ladders and platforms must be
carefully considered. The travel path (access and egress) must be arranged
so the main travel path cannot be blocked by open manholes, scaffolding,
tools, tray parts, valves or piping. The basic rule here; a: ladder #1
comes up with a side step-off (right or left) on to platform #1. Then
b: there is a minimum rest space equal to one ladder width. Then c: the
next ladder (#2) continues up to the next platform. Platform #1 can continue
beyond ladder #2 around the vessel to provide access to nozzles and manholes.
This arrangement does not impede or obstruct the clear path for rapid
escape from the vessel for anyone from a higher elevation. Other safety
issues include one or more skirt access openings located near grade which
should be located with clear access. There will also be four or more skirt
vents located high near the skirt-to-vessel attachment which also should
not be blocked.
Operation: Process plants need to be
operated. Most operation is concentrated around valves and instruments.
These items must be accessible. Accessible means reachable. This reachable
is conditional. Nozzles with a nominal size of 2' (NPS) and smaller can
be reachable from a ladder or from a platform. Nozzles 3" (NPS) and
larger shall be reachable on a platform. In this context the from means
that the object is not more than 18" (one arms length) from the ladder
or platform and the on means the object must be fully inside the platform.
There is normally only one exception to this rule. That is for valves
or nozzles that are located less than 20 feet from grade and can be accessed
with scaffolding or a "Man-Lift".
Maintenance: All the accessibility issues
that apply for operations also apply for maintenance. In addition don't
block access to manholes with control valve assemblies or other piping.
Make sure the Electrical and Instrument people don't locate a panel or
a transmitter assembly in the operations or maintenance access ways.
Constructability: This vessel needs
to be erected and therefore it will need Lifting Lugs. These are normally
very large steel shapes with "eyes" welded to the top head.
They will normally not interfere with your orientation, however you should
check to make sure.
Your second question: "What are the key
steps in the process for doing a column nozzle orientation?"
The key steps in the process are:
(You may choose for some reason to do something in a different order,
but this is how I think I would do it. It should be noted that I like to
be able to have all things numbered from the bottom up. This includes trays,
nozzles, ladders, platforms, etc. However, sometimes due to company preference
or the tray manufacturer standards the trays are numbered from the top down.)
1. Data collection - Collect a copy
of all the drawings listed above. Make a folder file (or a stick file)
to keep them in. Mark all the drawings "Stripper Tower Orientation
Master" (STOM). This STOM file is your justification for everything
you do or did. If anyone has reason to question why you did what you did
then you have a file of the source material you based the work on. It
is your responsibility to use the proper information and to properly file
and incorporate changes from all new revisions when received.
2. P&ID conditioning - Take your
STOM P&ID and pick-up any marks from the Project Master copy. From
time to time as you work, go back and recheck the Project Master P&ID
for any new marks (i.e.: line size changes, additions, deletions, etc.).
Study the Stripper Tower and identify all the related equipment and all
connecting lines. Study the lines for valves and instrumentation.
3. Plot Plan conditioning - Take the
STOM Plot Plan and with a yellow high-lighter identify the Stripper Tower
and all the related equipment. Related equipment means that which is directly
connected by pipe to the Stripper Tower. I prefer to work with Plant North
up or towards the top of the paper (CAD screen). When I do a vessel orientation
I consider the pipeway to be in "front" of the vessel. I call
the maintenance area the "back" of the vessel or equipment row.
For the purpose of my instruction here I am going to assume that 0º
is "up" and "up" is north. Maintenance is on the north
(back) side and the pipe way is on the south (front) side.
4. Prepare preliminary elevation - Manually
or by CAD, create a scale drawing of the vessel elevation (side view)
Locate the bottom tangent line and in phantom (dotted line) the bottom
head. Accurately locate the top tangent line from the bottom tangent line
and draw in the top head. We will assume that this vessel is a skirt supported
vessel and that the skirt is 20 ft high. (If not skirt supported then
Leg or Lug supported will require optional considerations that we can
discuss if applicable.) At the bottom accurately create the skirt (vessel
support). Check with the Structural department and find out how high the
foundation is for this vessel. Make sure they give you the top of grout
(TOG) not just top of concrete. They are not the same. I will assume that
the TOG is EL. 101' - 0." Now indicate the high point of finished
paving (HPFP). I will assume that the HPFG is EL. 100' - 0." Now
from this HPFP line, draw a light line to indicate the projects minimum
head clearance.
5. Prepare preliminary plans - Manually
or by CAD, create a scale drawing of a number of plan views. The plan
views will be where you will do most of your work so make one for each
ten feet +/- (3 to 4 meters) of vertical elevation ending with one above
and showing the very top platform. These starter plans should have crossed
center lines and the actual I.D. of the vessel. (We are using 8' - 0"
for this article). Mark the location of Plant North on each mini-plan.
Normally plant north is the same as 0 degrees on the vessel shell. East
is 90 degrees, South is 180 degrees and all additional orientation is
clockwise from north and 0 degrees. Don't worry about the O.D. or the
wall thickness. Now, look at the platform drawing and get the clearance
from the vessel shell and the inside edge of a platform. Draw a very light
circle (different color and/or layer) on each mini-plan to indicate where
the inside edge of a platform might be. Now draw another very light circle
3'-0" (1meter +/_) more in diameter to indicate where the outside
of a platform might be. These are not real platforms yet they are just
guide lines to remind you of platforms as you do other work. Now mark
the "Front" (pipeway side) of the vessel and the "Back"
(maintenance side) of the vessel.
6. Thermosiphon Reboiler: The Reboiler
for our sample vessel has a 42" shell, 24 ft fixed tube (vertical
mount) shell and tube exchanger. The shell side is high temperature
steam. The tube side is the process fluid from the bottom of the tower
which enters at the bottom end of the reboiler. The process vapor exits
the top end of the reboiler and returns to the tower below tray #1. The
placement and support of the Thermosiphon Reboiler is the next thing we
should cover. Because of the plot plan placement of our Stripper Tower
the Thermosiphon Reboiler will be mounted directly to the tower at the
270 degree point. It will have a knee braced cantilevered support that
is attached to the vessel. The exchanger needs to be supported so the
top tube sheet is at the same level as the high liquid level inside the
vessel.
7. Bottoms section baffle - Because
of the way this vessel works there is a baffle dividing the bottom section
of the tower. The baffle can not be on the centerline of the vessel because
the reboiler feed nozzle is centered on the bottom head. Therefore the
baffle must be offset to miss that nozzle connection. The height of the
baffle is the same as the "High Liquid Level." All of the liquid
that comes off the downcomer from tray #1 goes into the "large"
side of the bottom section. It then goes through the reboiler and returns
to the vessel as vapor. Excess liquid from the "large" side
overflows the baffle and becomes the "Bottoms" and is drawn
off by the bottoms pumps. The connection for the bottoms nozzle "B"
is on the "small" side of the baffle.
8. Check for nozzle continuity - Look
at the STOM P&ID and the table of nozzles on the vessel drawing. They
should match in number and size. In pencil mark each line connecting to
the P&ID vessel with the nozzle number from the vessel nozzle table.
Do they match in number? Do they match is size? If not, go see the Process
Engineer and ask for clarification.
(Sample) Stripper Tower Nozzle Table
The bottom tangent line elevation = 121' - 0"
The top tangent line elevation = 232' - 8"
| # |
Name or Function |
Size (NPT) |
Rating |
Dimension (from tangent line) |
Elevation (plant datum) |
Comments |
|
V1
|
Vapor Out |
14" |
300# RF |
113' - 6" |
234' - 6" |
|
|
V2
|
PSV |
6" |
300# RF |
113' - 6" |
234' - 6" |
|
| V3 |
Vent |
4" |
300# RF |
113' - 6" |
234' - 6" |
|
| R |
Reflux |
6" |
300# RF |
106' - 6" |
227' - 6" |
w/internal pipe |
| F |
Feed |
8" |
300# RF |
73' - 0" |
194' - 0" |
w/internal pipe |
| B |
Bottoms |
10" |
300# RF |
7' - 0" |
117' - 3" |
|
| D1 |
Drain |
6" |
300# RF |
8' - 0" |
116' - 2" |
nozzle on nozzle B |
| D2 |
Drain |
6" |
300# RF |
8' - 2" |
115' - 9" |
nozzle on nozzle N1 |
N1
|
Reboiler Feed |
14" |
300# RF |
7' - 0" |
116' - 9" |
|
N2
|
Reboiler Return |
16" |
300# RF |
29' - 3" |
150' - 3" |
|
| M1 |
Manhole #1 |
24" |
300# RF |
2' - 0" |
123' - 0" |
|
| M2 |
Manhole #2 |
24" |
300# RF |
73' - 0" |
194' - 0" |
|
| M3 |
Manhole #3
|
24" |
300# RF |
107' - 0" |
228' - 0" |
|
S1
|
Steam Out |
2" |
300# RF |
0' - 6" |
121' - 6" |
|
| S2 |
Steam Out |
2" |
300# RF |
71' - 6" |
192' - 6" |
|
| S3 |
Steam Out |
2" |
300# RF |
105' - 6" |
226' - 6" |
|
| L1 & L2 |
Level Gage Bridle |
2" |
300# RF |
0' - 6"
25' - 0"
|
121' - 6"
146' - 0"
|
|
| L3 & L4 |
Level Transmitter |
2" |
300# RF |
0' - 6"
25' - 0"
|
121' - 6"
146' - 0"
|
|
| T1 |
Temperature Element |
1" |
300# RF |
30' - 0" |
151' - 0" |
|
| T2 |
(Ditto) |
1" |
300# RF |
72' - 0" |
193' - 0" |
|
| T3 |
(Ditto) |
1" |
300# RF |
107' - 0" |
228' - 0" |
|
| P1 |
Pressure Element |
1" |
300# RF |
28' - 0" |
149' - 0" |
|
| P2 |
(Ditto) |
1" |
300# RF |
74' - 0" |
195' - 0" |
|
| P3 |
(Ditto) |
1" |
300# RF |
108' - 0" |
229' - 0" |
|
9. Check for nozzle temperature - You now have
all the nozzles connected or identified to its specific line. Now look
at the line list and fine the maximum operating temperature for each of
the flowing lines (feed and main outlet lines). Don't worry about vents
and drain. In pencil, mark these temperatures onto the STOM P&ID at
the point where the line connects to the vessel. You now have the vessel
identified, the line from somewhere connecting to the vessel, you have
the connection point identified with a nozzle number and you have a temperature
at that nozzle.
10. Locate nozzle elevations -
Based on the elevation for each nozzle (given in the Nozzle Table on the
Vessel Drawing) locate all the nozzles on the scale vertical view (side
view) of the vessel. Most of these flowing lines will be above the bottom
tangent line. What this means is that all things connected to the nozzles
above the bottom tangent line will grow up when the vessel is hot and
in full operation. Only four of the nozzles are located below the bottom
tangent line and these nozzles (and their attached piping) below the bottom
tangent line will grow down when the vessel is hot and in full operation.
11. Establish temperature zones
- The next step is to calculate the incremental and total vertical growth
of the vessel. The incremental growth means the growth for a specific
section of the vessel. Trayed vessels do not have the same operating temperature
from bottom to the top. They have a graduated temperature. You may be
asking what temperature you use for this operation. DO NOT USE THE VESSEL
DESIGN TEMPERATURE. The vessel design temperature may be something like
500 degrees F. If you use this number along with the height of the vessel
and the coefficient of expansion for the vessel metallurgy you would end
up with a total expansion that would be incorrect. You look at the temperatures
you marked for each of the Flowing lines. You take two adjacent Flowing
nozzles that have a temperature. Let's say we take the Feed nozzle and
the Bottoms Out nozzles. (I am assuming there are no other flowing nozzles
between these two nozzles. If there are then make the appropriate adjustment).
These two nozzles and their temperatures form a zone. You add their two
temperatures together and divide the answer by 2 to get an average temperature
for the zone (example: (475 degrees F and 395 degrees F)/2 = 435 degrees
F). You use this 435 degrees F figure for the maximum operating temperature
along with the zone length and the coefficient for the vessel shell material
for the calculation of the incremental expansion. Do the same for each
set of flowing nozzles and calculate the incremental expansion for each
zone. The overhead vapor line temperature may be as low as 180 degrees
F. Somewhere lower down the vessel there is another flowing nozzle with
its operating temperature. This forms the top zone in the group. For talking
purposes let's say we have five zones. Let's say that Zone one expands
a total of 1", Zone two expands ¾". Zone three expands
½", Zone four expands ½" and Zone five expands
¼" for a total of 3". You need to mark each of the incremental
expansions at the appropriate place. Now take each of the incremental
expansions and add them together as you progress up the vessel. Part of
Zone one is below the support point so some of the expansion grows up
and some of it grows down. Because of this let's say that the top of Zone
one only grows up 5/8" during operation. The top of Zone two grows
up a total of 1-3/8". Zone three grows up a total of 1-7/8".
The top of Zone four grows up a total of 2-3/8'. And the top of Zone five
grows up a total of 2-5/8". You also need to mark each of the accumulated
expansions at the appropriate place. You now have a basis for the preliminary
pipe flexibility work you will do later.
12. Locate manholes - We have
three manholes and they are only used during maintenance. These manholes
will be the hinged type and for our situation they will all open to the
right. They are identified as M#1 (bottom section) through M#3 (top section).
They are not used or needed during operations. So Manholes should normally
be located on the "back" side of the vessel. This is logical
and it works 90% of the time. One of the times it does not hold true is
for the lower shell manhole when there is a vertical Thermosiphon reboiler
attached to the back of a vessel. So you can start with all of our Manholes
on the back centerline of the vessel. This may not be the final location
but it is a starting point. From the bottom of the vessel M#1 is in what
is called the "surge" section. There are (normally) no internals
in this section. So if we need to we can locate M#1 at any orientation.
M#3 is in the very top section above the top tray so it also has few limits
to its orientation. Manhole M#2 is located between trays at a maximum
spacing of (say) twenty trays. In our case M#2 is on tray #19. The side
manholes need to enter on a tray, not behind the downcomer.
13. Steam out nozzles: Along with
each manhole there will also be a steam out nozzle. This nozzle will be
fitted with a valve which will be blind flanged. During shut-down the
blind flange is removed and a flanged spool with a steam coupling will
be installed. Prior to any entry into the vessel the steam will be turned
on for 12 to 24 hours to remove (steam-out) hydrocarbons. The steam-out
nozzle will be located in close proximity to the manhole. The recommended
placement for the steam-out connections on our vessel will be to the right
and 1' - 6" below the manhole center line.
14. Set tray orientation - As
we said above, we have 35 single pass trays. Tray #1 is 35' - 10"
above the bottom tangent line of the tower and tray #35 is 104' - 10"
above the bottom tangent line. Since we have trays that have only a single
pass (downcomer) then we have almost 270 degrees of orientation with which
we can place the manholes. However that 270 degrees of orientation needs
to be in the right quadrant. If the excluded part of that circle is centered
on 0 degrees (North) then we need to ask if that manhole can move up one
tray or down one tray. If we have trays that are two pass or three pass
then we need to find ways to orient the manholes, nozzles and trays so
they co-exist. We have located all our manholes on the maintenance (north)
side centerline at 0 degrees. We will then place the orientation of the
trays on an East/West center line. We then insure that we adjust the vertical
location of the manholes (up or down one tray) to enter on to a tray.
Up to this point you have doing the very important
background work that is required before you can do the actually vessel orientation.
Next you need to locate the nozzles, determine where the pipes will travel
up or down the vessel and establish the support and guide points for each
line. As you do that you also need to establish the ladder and platform
requirements to provide proper access for operation and maintenance.
So let's move on to the next task.
15. Nozzle placement - As we stated
before large nozzles need to be accessible "on" a platform.
So keep that in mind as you proceed. Start with the nozzles at the top
of the vessel and work down. Here is a key to remember, the line (up-or-down
the vessel) and the nozzle do not need to be at the same bearing point.
By this I mean that the line up-or-down the vessel can be at one point,
say 196 degrees, and then wrap around the vessel to where the nozzle is
on the other side of the vessel say at 315 degrees. The line would rise
up the vessel and then turn horizontal to go around the vessel. It would
then turn vertical again, go through the platform required for nozzle
access and then enter the nozzle. This allows the nozzle to be "on"
a platform but the line does not penetrate all the other platforms. Nozzles
"F" and "R" on this vessel might be done using this
method. The other lines from the "V1' nozzle and the PSV can simply
drop down the vessel at the most convenient point. The lines to and from
the Thermosiphon Reboiler will connect almost fitting to fitting with
no valves. The bottoms line to the pumps is also a simple routing and
might exit the vessel skirt at the 90 or 180 degree point depending on
where the pumps are located. Instrument connections need to be placed
so they perform their function and so they are accessible from a ladder
or a platform. They do not normally extend far from the vessel shell thus
do not cause an obstruction so with care they may be positioned on the
vessel in the space between two ladders.
16. Pipe Supports - Each line
that travels up or down the vessel will need one or more pipe supports.
Lines that travel up-or-down the vessel at the same bearing point as the
nozzle only need one pipe support. For side mounted nozzles this support
will be located a short distance below the top elbow. For top mounted
nozzles the support will be located a short distance below the vessel
top weld seam. Lines that travel up-or-down the vessel at a different
bearing point as the nozzle need to be considered for two supports. One
below the nozzle elbow and a second support below the elbow where the
line drops down the vessel.
17. Pipe Guides - Each line that
travels up or down the vessel will need to be considered for pipe guides.
The two factors in determining the number of guides a line requires is
the wind force at the jobsite and the length of vertical travel. Some
lines require only one guide and others require more than one pipe guide.
Each line that travels up-or-down the vessel normally turns (elbows) horizontal
at some lower elevation. The bottom guide should not be placed closer
than 50 pipe diameters above this elbow. Other guides for a line may be
spaced by taking the elevation of the support (at the top of the line
drop) and then deduct the elevation of the bottom guide. The space remaining
is then considered for one or more additional guides. Guides should be
spaced every 20 to 30 feet.
18. Ladder placement - All of
the ladders should be placed in the same general quadrant of the vessel.
It is simple to work out the minimum spacing from one ladder to another.
As stated before the minimum space between two ladders should be equal
to one ladder (measured at the center of the cage). So if the ladder (with
cage) is 2'-6" +/- wide then the space between two ladders is also
2'-6"+/-. This makes the center to center between two ladders 5'-0"+/-.
Most of the ladders on this vessel can be in the quadrant from 45 degrees
to 135 degrees. For a vessel 8' - 0" in diameter this would mean:
- Ladder #1 would be at 135 degrees
- Ladder #2 would be at 90 degrees
- Ladder # 3 would be at 45 degrees.
- Ladder #4 is back at 135 degrees.
- Ladder #5 is at 90 degrees and
- Ladder #6 is at 45 degrees.
- There will be a ladder #7 on this vessel which we will discuss when
we talk about platforms.
19. Platforms - Platforms are the next
thing to be defined.
| Platform # |
Dimension from tangent line (in feet)
|
Project Elevation (in feet) |
#1
|
1' - 0" |
120' - 0" |
#2
|
24 - 0" |
145' - 0" |
#3
|
45' - 0" |
166' - 0" |
#4
|
70 - 0" |
191'- 0" |
#5
|
90 - 0" |
211'- 0" |
#6
|
103 - 0" |
224'- 0" |
#7
|
113 - 0" |
234'- 0" |
#2a
|
19 - 0" |
140' - 0" |
| #2b |
27' - 0" |
148' - 0" |
Platform #1 would start at the step-off from
ladder #1 (135 degrees) and wrap around the vessel (counter clock wise)
to about the 350 degree point, beyond Manhole #1.
Platform #2 would start at the step-off from ladder #2 (90 degrees) and
wrap around the vessel (counter clock wise) to ladder # 7 located at 315
degrees. Ladder #7 goes both up and down to provide access to two auxiliary
platforms #2a and #2b. These small maintenance platforms provide access
to the head flange of the reboiler and to nozzle N2. They must be sized
to meet the criteria that the nozzle and head flange is "on" the
platform.
Platform #3 would start at the step-off from ladder #3 and wrap around the
vessel (clock wise) to and under ladder #4 at 135 degrees.
Platform #4 would start at the step-off from ladder #4 and wrap around the
vessel (counter clock wise) to about the 315 degree point for access to
Manhole #2 and to provide maintenance access for nozzle "F".
Platform #5 would start at the step-off from ladder #5 and provide a minimum
platform (counter clock wise) for access to ladder #6
Platform #6 would start with a side step-off from mid way up ladder # 6
and wrap around the vessel (counter clock wise) to about the 315 degree
point for access to Manhole #3 and to provide maintenance access to nozzle
"R".
Platform #7 is a "Top" platform supported from the vessel head.
This platform must be sized to allow space for the piping off the vessel
head, access to the Davit and room for maintenance people to work during
turn-around.
The imaginary vessel we have been discussing
above is really a very simple vessel. After you read all of this you may
think that vertical vessel orientation is very complex. You are right! However,
I think vessel orientation is also the most fun there is in all of piping
design.
For those of you who may want to try this vessel as a trial run I say give
it a shot. Please feel free to E-mail me at (jopennock@netscape.net) when
you start and maybe I can offer some suggestions.
Good luck to all of you who get a chance to do an actual vertical vessel
orientation.
James O. Pennock is a former Piper with more
than 45 years experience covering process plant engineering, design, training,
pipe fabrication and construction. He is now retired and lives in Florida,
USA.
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