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More TECHNICAL BRIEFS
Begins an page IU
structure, consisting of the main burner'
elements, fan. difiuser, throat, etc. ,3*?'
Today we find these and other prob
lems solved for this class of boiler.
There has been favorable improvement
in a number of design and operating'
phases, including greater reliability of
safety controls, more conservative fur
nace and heating-surface ratings with
out a sacrifice in compactness, auto
malic burners for natural-gas and high-,
viscosity residual fuels, lower noias
levels, improved accessibility and im-.
proved manufacturing techniques.
ASME paper no. 54-F-2T.
_
Stack design
The design and comparative costs for
high stacks. By E J Stankiewicz, Sar
gent & Lundy.
..i
Improved dispersion for flue gas by
increasing stack heights has introduced
new problems and economic considera
tions for the engineer. This paper re
views these problems in connection with
the design of steely brick and concrete
stacks. Relative costs are discussed and
charts presented for use in selecting the_
most economical type.
>
Factors discussed include vibration
of steel stacks, stresses in steel stack
design, radial-brick stacks, concrete
stack design practice, cost computa
tions, linings, etc. ASME paper no
S4-A-260.
Stack heights required to minimize
ground concentrations. By E W Hewson. University of Michigan.
The atmosphere is a vast reservoir that may be used for industrial waste disposal. Used wisely, it permits dis posal without damage or nuisance; used without due consideration of its widely varying diffusing capacity, wastes may at times remain at sufficiently high con centrations near the ground to cause annoyance, and even illness and death.
A primary factor in determining whether or not industrial wastes emitted
to the atmosphere will be a nuisance is the stack design* Generally speak ing, higher the stack and greater the exit velocity, the better is the design-
But improvement at the ground does not vary proportionally with increasing values of height and velocity. Also, economic and other factors limit height and exit velocity.
There are thus optimum design val ues which vary with climatic conditions, topography, plant configuration, com position, temperature, and exit velocity of effluents, etc. The purpose of this
PUUNTtFF?
POWR may 1955