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Standard Technical Features of BTG System for Supercritical 660 ...

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<strong>Standard</strong> <strong>Technical</strong> <strong>Features</strong> <strong>of</strong> <strong>BTG</strong> <strong>System</strong> <strong>for</strong> <strong>Supercritical</strong> <strong>660</strong>/800 MW Thermal Units10.10.2 A minimum rapping acceleration <strong>of</strong> 75 g measured normal to the plane <strong>of</strong> theplate shall be imparted on all parts <strong>of</strong> all the collecting plates.10.10.3 The per<strong>for</strong>ated plates and/or guide vanes furnished <strong>for</strong> gas distributionsystem shall also be provided with rapping systems. The rapping mechanismshall produce sufficient <strong>for</strong>ce to keep the per<strong>for</strong>ated plates/guide vanes clean.10.11 Dust Hoppers10.11.1 Dust hoppers shall be <strong>of</strong> pyramidal type or conical. Each having a storagecapacity <strong>of</strong> minimum <strong>of</strong> eight (8) hours corresponding to the maximum ashcollection rate <strong>of</strong> the field under which the hopper is being provided whentwo preceding fields are de-energised. The hopper capacity shall be based onthe inlet dust burden, gas flow rate and gas temperature specified <strong>for</strong> thedesign point condition while firing the maximum ash coal. Storage shall beupto a level that will not reduce the overall efficiency <strong>of</strong> the precipitator dueto re-entrainment. Ash storage capacity shall be at least 10% higher than theash storage capacity theoretically required <strong>for</strong> each dust hopper. Specificweight <strong>of</strong> ash shall be assumed as 650 kg/m³ <strong>for</strong> calculating storage capacityand 1350 kg/m³ <strong>for</strong> structural design. Further, <strong>for</strong> hopper strength and ESPstructural calculations, the level <strong>of</strong> ash in ESP shall be considered atleastupto the top <strong>of</strong> hopper partition plane or the bottom <strong>of</strong> plates (whichever ismore). The number and arrangement <strong>of</strong> dust hoppers shall be such that thereis at least one dust hopper per TR set. The hoppers <strong>for</strong> all fields shall beidentical in shape and size.10.11.2 Hoppers shall be in welded steel plate construction. The lower 1.5 meters <strong>of</strong>each hopper shall be lined with 16 gauge or heavier stainless steel 304 sheet/plate. All hopper internal sloping corners shall have 100 mm radius. Hoppervalley angle to the horizontal shall not be less than sixty (60) degrees.Hopper outlet flanges shall be terminated at a height <strong>of</strong> 3.5 meters above theground level to facilitate installation <strong>of</strong> fly ash removal system.10.11.3 The dust hoppers shall be electrically heated upto a minimum <strong>of</strong> lower onethird (1/3) <strong>of</strong> the dust hopper height but not less than 1.5 meter in height bythermostatically controlled panel type heating elements to prevent ash bridge<strong>for</strong>mation. The heaters shall be capable <strong>of</strong> maintaining internal hopperstemperature <strong>of</strong> 140 0 C or the gas temperature whichever is lower. Maximumexcursion <strong>of</strong> flue gas temperature upto 300°C, while the air heaters are out,shall also be considered <strong>for</strong> heater mechanical design.10.11.4 Each hopper shall be provided with two (2) nos. <strong>of</strong> 100 mm dia poke hole inopposite directions, with threaded caps. The caps shall have flat iron barssuitable <strong>for</strong> striking with a hammer, to assist in breaking free any seizedthreads. The hoppers shall also be provided with suitably designed andlocated rapping anvils <strong>for</strong> loosening the fly ash by striking with sledgehammer.84

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