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Reg. 525

STANDARD CONDITIONS FOR THE DESIGN AND CONSTRUCTION OF ECONOMISER, FEED PIPES, FEED HEATERS AND OTHER SIMILAR VESSELS

REGULATIONS FOR REGISTRATION AND INSPECTION OF ECONOMISERS AND FEED PIPES

Procedure for Registration
b)

The fitness of the economiser parts shall be determined as per the following formulae:-

(iii)

Headers of approximately circular cross-section

WP = 0.6K(t-5) Eqn. (126)
D

Where,

t = Thickness in thirty-seconds of an inch.
WP = Design pressure, in pounds per square inch )gauge).
D = Outside diameter of header in inches.
K = 265 for Grade 16.5 Iron.   
    = 240 for Grade 14 Iron.
    = 220 for Grade 12 Iron.

The minimum thickness of plain cylindrical portions of a header in that part of the length which does not contain tube holes shall comply with the requirements of sub-clause (v).

In no case, however, shall the thickness at any point may be less than 16 thirty-seconds of an inch.
(iv) Tubes

WP = K(t-C) Eqn. (127)
D
Where,

t = Thickness in thirty-seconds of an inch.
WP = Design pressure, in pounds per square inch )gauge).
D = Outside diameter of header in inches.
K = 265 for Grade 16.5 Iron.
    = 240 for Grade 14 Iron.
    = 220 for Grade 12 Iron.
C  = 4 for portion where gills act as reinforcement.
    = 5 for portion not reinforced.

In no case, however, shall the thickness at any point may be less than 11 thirty-seconds of an inch.
(v) Manifold Pipes

  
WP = 0.8K(t-5) Eqn. (126)
D
Where,

t = Thickness in thirty-seconds of an inch.
WP= Design pressure, in pounds per square inch )gauge).
D = Outside diameter of header in inches.
K = 265 for Grade 16.5 Iron.
    = 240 for Grade 14 Iron.
    = 220 for Grade 12 Iron.

In no case, however, shall the thickness of a manifold pipe or branch be less than 14 thirty-seconds of an inch.
(vi) Cast Iron Economisers with extended surface horizontal tubes, Connector Bends

WP = K(t-5) Eqn. (129)
D
Where,

t = Thickness in thirty-seconds of an inch.
WP= Design pressure, in pounds per square inch )gauge).
D = Outside diameter of header in inches.
K = 265 for Grade 16.5 Iron.
    = 240 for Grade 14 Iron.
    = 220 for Grade 12 Iron.

“In no case, however, shall the thickness of a connector bend be less than 10.3 mm (13 thirty-seconds of an inch) for 18.75 kg/cm² ( 12.0 tons sq. in.) and 22.00 kg/cm², (14.0 tons/sq. in.) grade irons and 9.0 mm (11 thirty-seconds of an inch), for 26.00 kg/cm² (16.5 tons/sq. in.) grade iron.”

 Tubes.

To comply with equation (127).

Manifold Pipes

To comply with equation (128).

c) The Inspector shall enter full particulars of the economisers together with the required calculations of various parts in a Memorandum of the Inspection Book (Form IX) and submit it to the Chief Inspector.
d) If no formula or co-efficient applicable to any part, other than what is mentioned above, is contained in the Regulations, the Chief Inspector shall at his discretion determine the fitness of the part.
e) After Inspecting the Economiser and ascertaining, as prescribed, the maximum working pressure to which it may be worked, the Inspector shall witness the hydraulic test in accordance with Regulation No. 527 and may issue a Provisional Order in Form X.
 
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