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Book - School of Science and Technology

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298 Fuels, storage <strong>and</strong> h<strong>and</strong>lingvehicle. The latter will be equipped with either a belt conveyor or with facilities forpneumatic discharge. It should be the aim <strong>of</strong> delivery methods to avoid degradation<strong>and</strong> segregation <strong>of</strong> the fuel, i.e. not to break up the larger pieces <strong>and</strong> not to separateout the large from the small within the mix.Delivery by tipper vehicle is more appropriate to larger plants, rated perhaps at above8 MW although there can be no absolute rule as to minimum rating, <strong>and</strong> to those whichare sited away from occupied buildings. Tipping might be through a road grid into anunderground store or into a captive tippler hopper as described later. For a smaller plantor one sited near to areas sensitive to noise <strong>and</strong> dust, totally enclosed pneumatic h<strong>and</strong>lingis particularly suitable.StorageSolid fuel may, <strong>of</strong> course, be stored in the open without cover <strong>and</strong> for very large plants inindustry this may be the method adopted. In other circumstances, the site <strong>and</strong> arrangementsselected for storage may very well depend upon the economics <strong>of</strong> excavation forunderground bunkers, the practicability <strong>of</strong> arranging overground silos, the necessity formechanised fuel h<strong>and</strong>ling <strong>and</strong> the method <strong>of</strong> boiler firing to be adopted. An example <strong>of</strong>the last influence is the use <strong>of</strong> automatic underfeed stokers, particularly where these are tobe <strong>of</strong> bunker-to-boiler type (see p. 281).It is necessary in designing all types <strong>of</strong> silo or bunker to take into account the naturalangle <strong>of</strong> repose which the fuel will adopt when heaped <strong>and</strong> the consequent necessity toslope the sides <strong>of</strong> the store to encourage movement, both as shown in Table 11.3. Whensilos or bunkers are constructed on a permanent basis in concrete, either underground orat surface level, it is wise to provide flexibility for a possible future change in use (to houseoil tanks for example) by arranging for the structural walls to be vertical <strong>and</strong> forming theinternal sloping faces in falsework.An overground silo may be built in any <strong>of</strong> a number <strong>of</strong> materials <strong>and</strong> in some cases maybe only a semi-permanent structure built up from pre-fabricated sections. Ferrous sheets<strong>of</strong> cast iron or mild steel, unless provided with very substantial protection, are not asuitable material for use in construction <strong>of</strong> storage for a wet <strong>and</strong> acidic material such ascoal.Table 11.3 Properties <strong>of</strong> coal (physical data)Angle to horizontal (deg:)Size range (mm)Hopper sidesGroup nameBulk density a(kg/m 3 )Upper Lower In repose Steel ConcreteTrebles 90±64 50±40Doubles 580±700 57±45 40±25 40 40 47Singles 40±25 25±13Peas 20±13 13±6Grains 700±800 11±6 6±3 55 55 60Smalls b 50±25 Nonea Dry coal loosely packed. b Smalls are not a graded group.

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