Chiksan ââââ T&RC Loading Arms - FCE
Chiksan ââââ T&RC Loading Arms - FCE
Chiksan ââââ T&RC Loading Arms - FCE
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Copyright 2001<br />
<strong>Chiksan</strong> T&<strong>RC</strong> <strong>Loading</strong> <strong>Arms</strong>
<strong>Chiksan</strong> T&<strong>RC</strong> <strong>Loading</strong> <strong>Arms</strong><br />
General Considerations<br />
Floating roof drains get rid of water on storage reservoir floating roofs, notably for<br />
petroleum products.<br />
FMC offers a floating roof drain model available in 3", 4" and 6" diameters.<br />
It is a <strong>Chiksan</strong> 5448-type jumper assembly with two flanged end connections. It<br />
is equipped with LCH (3", 4") or LFSA (6") swivel joints. All three L1, L2 and L3<br />
elements are in standard steel; L1 and L2 lengths vary according to tank height,<br />
L3 has a constant length. The upper style 80 is either horizontally or vertically<br />
inclined, according to the connection on the roof drain box.<br />
In order to ease transport – notably reducing volume and weight - FMC offers a<br />
different "kit" version, which includes swivel sub-units (gray sections). The client<br />
supplies L1 and L2 pipe lengths and fabricates the final drain.<br />
The two assembled flanges (UB) ease roof drain installation, as they enable to<br />
separate the drain into 3 elements:<br />
style 50 + L1<br />
style 40 + L2<br />
style 40 + L3 + style 80<br />
UB<br />
UB<br />
Copyright 2001
<strong>Chiksan</strong> T&<strong>RC</strong> <strong>Loading</strong> <strong>Arms</strong><br />
Assembly in reservoir<br />
The following drawing shows drain configuration folded in tank side view:<br />
Diagram below shows view from above to scale:<br />
Sizes shown in the following tables show drain<br />
dimensions based on internal tank configuration.<br />
∅ E F G<br />
3" 350 200 150<br />
4" 350 200 150<br />
6" 450 250 200<br />
H<br />
L1<br />
L2<br />
L3<br />
mm 8600 9400 10300 11200 12000 12900 13800 14600 15500 16400 17200 18100 19000 19900<br />
ft-in 28'-0" 31'-0" 34'-0" 37'-0" 39'-6" 42'-0" 45'-0" 48'-0" 51'-0" 54'-0" 56'-6" 59'-0" 62'-6" 65'-0"<br />
mm 5000 5500 6000 6500 7000 7500 8000 8500 9000 9500 10000 10500 11000 11500<br />
ft-in 16'-6" 18'-0" 20'-0" 21'-6" 23'-0" 24'-6" 26'-0" 28'-0" 29'-6" 31'-0" 33'-0" 34'-6" 36'-0" 38'-0"<br />
mm 4500 5000 5500 6000 6500 7000 7500 8000 8500 9000 9500 10000 10500 11000<br />
ft-in 15'-0" 16'-6" 18'-0" 20'-0" 21'-6" 23'-0" 24'-6" 26'-0" 28'-0" 29'-6" 31'-0" 33'-0" 34'-6" 36'-0"<br />
mm 500 500 500 500 500 500 500 500 500 500 500 500 500 500<br />
ft-in 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8"<br />
H: Maximum height under roof according to level 0<br />
Copyright 2001
<strong>Chiksan</strong> T&<strong>RC</strong> <strong>Loading</strong> <strong>Arms</strong><br />
Kinematics<br />
Diagram below shows drain position in relation to floating roof level:<br />
Lowest position of roof<br />
Intermediate position of roof<br />
Highest position of roof<br />
Copyright 2001
<strong>Chiksan</strong> T&<strong>RC</strong> <strong>Loading</strong> <strong>Arms</strong><br />
Connection to draining systems<br />
As shown previously, the upper style 80 is vertically or horizontally inclined,<br />
according to existing installation connection flange configuration.<br />
The following diagrams provide a detailed view of both connection designs:<br />
Horizontal design<br />
adjustable chain to limit<br />
opening to 120 °<br />
Vertical design<br />
chain lug<br />
threaded chain<br />
connection<br />
Copyright 2001
<strong>Chiksan</strong> T&<strong>RC</strong> <strong>Loading</strong> <strong>Arms</strong><br />
<strong>Chiksan</strong> LCH Swivel Joint for immerged application<br />
Floating roof drains are equipped with the <strong>Chiksan</strong> LCH Swivel Joint, which is<br />
specially designed to meet submerged application requirements.<br />
Data Sheet 3.10, Section 1, describes the <strong>Chiksan</strong> Swivel Joint for submerged<br />
applications.<br />
We recall, here, its characteristics that provide it with excellent sealability in the<br />
outside – inside direction:<br />
presence of a secondary seal in contact with liquid,<br />
ball plugs sealed with suitable cement.<br />
Floating roof drain swivel joints are usually equipped with aromatic-resistant,<br />
viton, main seals. For special applications, such as MTBE, ETBE, lead-free<br />
petrol, they are equipped with high-quality PTFE main packing and a secondary<br />
seal.<br />
The two following sealability tests are plant-performed:<br />
pneumatic test with 0.2 MPa air (swivels submerged in water),<br />
full connection hydraulic test at 0.35 MPa.<br />
Copyright 2001
<strong>Chiksan</strong> T&<strong>RC</strong> <strong>Loading</strong> <strong>Arms</strong><br />
Information required for processing quotation<br />
Y<br />
CONFIG.<br />
horizontal designH<br />
X<br />
Y<br />
X<br />
CONFIG.<br />
V<br />
L3<br />
drain diameter : d<br />
h<br />
L2<br />
H<br />
L<br />
L1<br />
slope % : P<br />
Work<br />
Ht<br />
a<br />
slope % : p<br />
b<br />
Hs<br />
g<br />
D<br />
Indicative data<br />
Configuration of the upper fixed pipe ....................................vertical ❑ horizontal ❑<br />
Distance between centerline (or face) of flange and centerline of tank ......... X ................<br />
Distance between face (or centerline) of flange and lower face of roof ......... Y ................<br />
Distance maxi between lower face of roof and ground level .......................... H ................<br />
Distance mini between lower face of roof and ground level (work position) Ht ................<br />
Distance between centerline of outlet flange and level 0 ............................... a ................<br />
Distance between face of outlet flange and outside wall of tank ................... g ................<br />
Outside diameter of tank ................................................................................ D ................<br />
Diameter of swivel assembly (in ) ................................................................ d ................<br />
Slope of bottom of reservoir ( % ) .................................................................. P ................<br />
Copyright 2001