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TREATMENT OF WATER FOR HIGH PRESSURE BOILERS
& STEAM-WATER QUALITY PARAMETERS
BY
DILIP KUMAR
simdilip@yahoo.com
POWER PLANT CHEMISTRY
PRETREATMENT PLANT
AERETOR
BY GANGA MAKEUP
PUMPS
RIVER GANGA
•Suspended particles
•Dissolved inorganic salts
•Dissolved organic compounds
•Micro organisms &
•Dissolved gasses
IMPURITIES IN RAW WATER
AERATION
Exposing Water to Atmospheric air thereby
oxidizing some of the dissolved salts.
During aeration, two impurities viz. Ferrous
Bicarbonate and Manganous Bicarbonate are
oxidized as follows;
Fe(HCO3) + O2 -- FeO(OH) + CO2 + H2O
Mn(HCO3) + O2 -- MnO2(OH) + CO2 + H2O
AERATION
Exposing Water to Atmospheric air thereby
oxidizing some of the dissolved salts.
During aeration, two impurities viz. Ferrous
Bicarbonate and Manganous Bicarbonate are
oxidized as follows;
Fe(HCO3) + O2 -- FeO(OH) + CO2 + H2O
Mn(HCO3) + O2 -- MnO2(OH) + CO2 + H2O
•Alum Al2 (SO4)3, 18H2O : For coagulation.
•Lime Ca (OH)2 : To maintain the pH.
•Chlorine Cl2 : As a disinfectant.
DOSING OF CHEMICALS
Al2(SO4)3.18 H2O + 3 Ca(HCO3)2 =2AI(OH)3 + 3CaSO4 + 18H2O + 6CO2
Al2(SO4)3.18 H2O + 3 Ca(OH)2 = 2AI(OH)3 + 3CaSO4 + 18H2O
Cl2 + H2O HOCL + HCl
CLARIFIER
CASCADE AERATOR
Clarifier outlet turbidity < 20NTU
Clarifier outlet residual Cl2: 0.2-0.5 ppm
RAW WATER INLET
CLARIFIED WATER OUTLET
SLUDGE OUTLET
Clarified water turbidity < 20NTU
Clarified water residual Cl2: 0.2-0.5 ppm
CLARIFIER
Turbidity reduced
Micro-organisms are killed
GRAVITY SAND FILTER (GSF)
Sand
Gravel
Rapid rate gravity filtration is the most widely
used technology for removing turbidity and
microbial contaminants from pretreated
surface water and groundwater.
FILTERATION
Filtered water turbidity < 5 NTU
Clarified water residual Cl2: 0.2-0.5 ppm
FOR DRINKING
FOR DEMINERALIZATION
TO DM PLANT
FILTERED WATER SUMP
Filtered water turbidity < 5 NTU
Clarified water residual Cl2: 0.2-0.5 ppm
REMAINING IMPURITIES
Dissolved inorganic salts
Dissolved gasses
Dissolved organic compounds
Degasser
FW water
ACF WAC SAC
WBA
SBA MB
CST
Processes …..
DEMINERALISATION STREAM
Degasser
FW water
ACF WAC SAC
WBA SBA MB
CST
ACF
Acts on principle of adsorption which is a surface active phenomenon
It removes residual turbidity (<2 NTU) of water to its 1/10 level.
It removes organic molecules to control colour and odour.
It removes free residual chlorine present in filtered water(0.5 ppm Nil)
Processes …..
Degasser
FW water
ACF WAC SAC
WBA SBA
MB
CST
WAC resin is capable to exchange cations of alkalinity producing salts only
i.e., for carbonate hardness removal purpose.
2 R-COOH + Ca(HCO3)2  (RCOO)2Ca2+ 2 H2CO3
WAC resin can exchange ions only in neutral to alkaline pH range.
WAC results efficient TDS reduction in high carbonate hardness water.
Efficient regeneration takes place even with very dilute acid solution.
Processes …..
Degasser
FW water
ACF WAC SAC
WBA SBA MB
CST
SAC resin works over wide pH range & is capable to
exchange any type of cations present in salts as sulphonic
acid group is strongly acidic.
2 R-SO3-H+ + CaCl2  (RSO3)2Ca2+ 2 (H+ + Cl- )
Processes …..
Degasser
FW water
ACF WAC SAC
WBA SBA
MB
CST
Water from the ex-cation contains carbonic acid which is very weak acid and
difficult to be removed by strongly basic anion resin and causing hindrance
to remove silicate ions from the bed.
The ex-cation water is trickled in fine streams from top of a tall tower
packed with rasching rings, and compressed air is passed from the bottom
Carbonic acid break into CO^ and water. carbon dioxide escapes into the
atmosphere. Water is pumped back to anion exchanger bed
Processes …..
Degasser
FW water
ACF WAC SAC
WBA SBA
MB
CST
Weak anion resins derive their functionality from primary
(RNH2),secondary(R-NHR’)& tertiary amine (R3N)groups. The weak
weak-base anion resins remove free minerals acidity(FMA) such as
HCl & H2SO4 but doesn’t remove weakly ionized acids such silicic
acid and bicarbonates
Processes …..
Degasser
FW water
ACF WAC SAC
WBA SBA MB
CST
The Strong base anion resins derived their
functionality from quaternary ammonium exchange
sites.These are capable of exchanging anions like Cl-
,HCO3-,Silica.
Processes …..
Degasser
FW water
ACF WAC SAC
WBA SBA MB
CST
ex-anion water is fed to the mixed bed exchanger containing both cationic
resin and anionic resin.
This bed not only takes care of sodium slip from cation but also silica slip
from anion exchanger very effectively
The final output from the mixed bed is an extra-ordinarily pure water having
less than 0.2/Mho conductivity, H 7.0 and silica content less than 0.02 ppm.
Processes …..
CATIONS
Ca2+,Mg2+
Na+,Fe3+,
K+
ANIONS
Cl-,SO4
2-,
NO3
-,CO3
2-
HCO3,SiO2
2
WATER
SAC
R-H+R-H+
R-H+
R-H+
R-H+
R-H+
R-H+
CATIONS
H+
ANIONS
Cl-,SO4
2-,
NO3,CO3
2-
HCO3,SiO2
2-
AIR
DG
CATIONS
H+
ANIONS
Cl-,SO4
2-,
NO3
-,SiO2
2-
WATER
WATER
R-OH-
R-OH- R-OH-
R-OH-
R-OH- R-OH-
CATIONS
H+
ANIONS
OH-
WBA+SBA
CO2
ION EXCHANGE - PROCESS CHEMISTRY
WAC +
REGENERATION PROCESS
R2-Ca2+ R2Mg2+
R-Na+ R-K+
R3-Fe+3 R3-Al+3
HCl
R-H+ R-H+
R-H+ R-H+
R-H+ R-H+
NaCl,CaCl2 etc.
TO
DRAIN
SAC SAC
R-Cl
R2-SO4
R-NO3
R-Cl
NaOH
TO
DRAIN
R-OH-
R-OH- R-OH-
R-OH-
R-OH- R-OH-
SBA SBA+ WBA
R2-SiO2
R2-SiO2
R2-SiO2
WBA
Parameters pH Conductivity Turbidity Residual
Chlorine
Silica
ACF 6.5 – 7.5 -- <2.0 NTU Nil --
Anion 6.5 – 8.0 <10 Nil Nil <200 ppb
Mixed Bed 6.5-7.0 <0.2 Nil Nil < 20 ppb
Why DM water can’t be used directly in boiler?
• - Principle says if water is acidic – Corrosive.
- Principle say if water is alkaline – Scale forming.
As DM water (also called as hungry water) is having no
salt, when it comes in contact with metal surface attacks
the metal.
CONDENSER
CEP
LPH
DEAERATOR
H
P
H
ECONOMISER
WATER WALLS
BOILER DRUM
TURBOGENERATOR GT SWITCHYARD
BOTTOM RING HEADER
UPPER RING HEADER
D
O
W
N
C
O
M
M
E
R
S
SH
TO STACK TO ESP BFP
CT
BFP
DOSING OF CHEMICALS TO PROTECT THE BOILER AND PREBOILER SYSTEM FROM CORROSION
BFP
AMMONIA IS USED TO INCREASE THE pH OF THE SYSTEM &
NH3+ CO2 = (NH4)2CO3
N2H4 + O2 =N2 + H2O
3N2H4 =4NH3 + N2 ( this reaction takes place in the boiler
drum
AMMONIA DOSING
BFP
Tri-sodium phosphate hydrolyses & gives
Na3PO4+H2O= Na2HPO4 + NaOH
Na2HPO4+H2O= NaH2PO4 + NaOH
NaOH + HCl (As Impurity)= NaCl + H2O
TRISODIUM PHOSPHATE DOSING IN BOILER DRUM
BFP
SAMPLING POINTS AND PARAMETERS
CONDENSATE SAMPLE COLLECTED FROM
CEP DISCHARGE
PH 9.0-9.2
K 3.0-4.0 µs/cm
SILICA 10 ppb
DO <40 ppb
NH3 1.0 ppm
Fe <10 ppb
Cu <3.0 ppb
BFP
SAMPLING POINTS AND PARAMETERS
FEED SAMPLE COLLECTED FROM
ECONOMIZER INLET
PH 9.0-9.2
K 3.0-5.0 µs/cm
ACC 0.2 µs/cm
SILICA 10 ppb
DO <5 ppb
Fe <10 ppb
Cu <3.0 ppb
BFP
SAMPLING POINTS AND PARAMETERS
BOILER DRUM(BD) SAMPLE COLLECTED
FROM BOILER DRUM
PH 9.1-9.4
K <20 µs/cm
SILICA 0.1 ppm
PHOSPHATE 1.0-2.0 ppm
CHLORIDE 0.5 ppm
TDS 10 ppb
BFP
SAMPLING POINTS AND PARAMETERS
SATURATED STEAM SAMPLE COLLECTED
FROM BOILER DRUM OUTLET
PH 9.0-9.2
K 3.0-5.0 µs/cm
ACC 0.2 ppm
SILICA 10 ppb
Na <5.0 ppb
NH3 <1.0 ppm
Fe <10 ppb
BFP
SAMPLING POINTS AND PARAMETERS
MAIN STEAM SAMPLE COLLECTED FROM
SUPER HEATER OUTLET
PH 9.0-9.2
K 3.0-5.0 µs/cm
SILICA 10 ppb
Na <5.0 ppb
NH3 1.0 ppm
Fe <10 ppb
Cu <3.0 ppb
BFP
SAMPLING POINTS AND PARAMETERS
DEAERATOR OUTLET SAMPLE
DO <5 ppb
GENERAL LAYOUT OF MAIN PLANT
FUEL SYSTEM
COAL UNLOADING
CRUSHER
HOUSE
CONVEYOR BELT
COAL BUNKERS
COAL FEEDERS
COAL MILLS
FUEL SYSTEM
COAL HANDLING
PLANT
CRUSHER
HOUSE
CONVEYOR BELT
COAL BUNKERS
COAL MILLS PULVERIZED THE
COAL INTO 75 µ SIZE
VARIOUS SIZED COAL
20 mm SIZE
FUEL SYSTEM
COAL HANDLING
PLANT
CRUSHER
HOUSE
CONVEYOR BELT
COAL BUNKERS
COAL MILLS PULVERIZED THE
COAL INTO 75 µ SIZE
COAL SAMPLES
COLLECTED FROM
COAL FEEDER S FOR
DETAILED ANALYSIS
(PROXIMATE
ANALYSIS & GCV)
PA FAN
AIR
AIR PREHEATER
HEATED AIR
COAL MILL
FD FAN
AIR
PA FAN
AIR
AIR PREHEATER
HEATED AIR
COAL MILL
FD FAN
AIR
Coal sample
sampling point for
MILL FINENESS
PA FAN
AIR
AIR PREHEATER
HEATED AIR
COAL MILL
FD FAN
AIR
MILL FINENESS
+50 3.00%
-100
-200 70%
PA FAN
AIR
AIR PREHEATER
HEATED AIR
COAL MILL
FD FAN
AIR
Oxygen % in flue gas
>4% for efficient
combustion of fuel
Bottom Ash Hopper
COAL MILL
Bottom Ash Hopper
Samples for determination of
combustibles in bottom ash
Bottom Ash Hopper
COAL MILL
Combustibles in bottom ash <3.00%
Combustibles in Fly ash <1.00%
ESPs
SAMPLING POINT FOR
FLY ASH ANALYSIS
16 April 2015 PMI Revision 00 39
GENERATOR CHEMISTRY
Basic Generator Theory
GENERATOR PARTS
STATOR OF GENERATOR
ROTOR WINDING & ROTOR
GENERATOR PARTS
GENERATOR INTERNALS COOLING
STATOR COOLED BY PRIMARY WATER
GENERATOR INTERNALS COOLING
ROTOR COOLED BY HYDROGEN GAS
HYDROGEN PURITY MAINTAINED >97%
GENERATOR INTERNALS COOLING
LOWER FLAMABILITY LIMIT OF H2 4% H2 IN AIR
UPPER FLAMABILITY LIMIT OF H2 74% H2 IN AIR
PRIMARY WATER SYSTEM
P W PUMPS
P W COOLERS
FILTERS
ALKALIZER
IONEXCHANGER
GENERATOR WINDING
EXPANSION TANK
PRIMARY WATER SYSTEM
P W PUMPS
P W COOLERS
FILTERS
In Case Of Low PH
(6.0-8.0) & High DO
(<100ppb)
Protective Layer
formed in Winding is
CuO
EXPANSION TANK
PRIMARY WATER SYSTEM
P W PUMPS
P W COOLERS
FILTERS
In Case Of High DO
(Without alkalizer)
Control limits are
pH 6.0-8.0
K <1.5 µs/cm
Cu <20ppb
Fe <20 ppb
EXPANSION TANK
PRIMARY WATER SYSTEM
P W PUMPS
P W COOLERS
FILTERS
ALKALIZER
IONEXCHANGER
In Case Of High PH
(8.5-9.0) & Low DO
(<10 ppb)
Protective Layer
formed in Winding is
Cu2O
EXPANSION TANK
PRIMARY WATER SYSTEM
P W PUMPS
P W COOLERS
FILTERS
ALKALIZER
IONEXCHANGER
In Case Of High DO
(With alkalizer)
Control limits are
pH 8.5-9.0
K <2.2 µs/cm
Cu <20ppb
Fe <20 ppb
EXPANSION TANK

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POWER PLANT CHEMISTRY( WATER TREATMENT FOR BOILERS)

  • 1. TREATMENT OF WATER FOR HIGH PRESSURE BOILERS & STEAM-WATER QUALITY PARAMETERS BY DILIP KUMAR simdilip@yahoo.com POWER PLANT CHEMISTRY
  • 2. PRETREATMENT PLANT AERETOR BY GANGA MAKEUP PUMPS RIVER GANGA •Suspended particles •Dissolved inorganic salts •Dissolved organic compounds •Micro organisms & •Dissolved gasses IMPURITIES IN RAW WATER AERATION Exposing Water to Atmospheric air thereby oxidizing some of the dissolved salts. During aeration, two impurities viz. Ferrous Bicarbonate and Manganous Bicarbonate are oxidized as follows; Fe(HCO3) + O2 -- FeO(OH) + CO2 + H2O Mn(HCO3) + O2 -- MnO2(OH) + CO2 + H2O
  • 3. AERATION Exposing Water to Atmospheric air thereby oxidizing some of the dissolved salts. During aeration, two impurities viz. Ferrous Bicarbonate and Manganous Bicarbonate are oxidized as follows; Fe(HCO3) + O2 -- FeO(OH) + CO2 + H2O Mn(HCO3) + O2 -- MnO2(OH) + CO2 + H2O •Alum Al2 (SO4)3, 18H2O : For coagulation. •Lime Ca (OH)2 : To maintain the pH. •Chlorine Cl2 : As a disinfectant. DOSING OF CHEMICALS Al2(SO4)3.18 H2O + 3 Ca(HCO3)2 =2AI(OH)3 + 3CaSO4 + 18H2O + 6CO2 Al2(SO4)3.18 H2O + 3 Ca(OH)2 = 2AI(OH)3 + 3CaSO4 + 18H2O Cl2 + H2O HOCL + HCl CLARIFIER CASCADE AERATOR Clarifier outlet turbidity < 20NTU Clarifier outlet residual Cl2: 0.2-0.5 ppm
  • 4. RAW WATER INLET CLARIFIED WATER OUTLET SLUDGE OUTLET
  • 5. Clarified water turbidity < 20NTU Clarified water residual Cl2: 0.2-0.5 ppm CLARIFIER Turbidity reduced Micro-organisms are killed GRAVITY SAND FILTER (GSF) Sand Gravel Rapid rate gravity filtration is the most widely used technology for removing turbidity and microbial contaminants from pretreated surface water and groundwater. FILTERATION Filtered water turbidity < 5 NTU Clarified water residual Cl2: 0.2-0.5 ppm
  • 6. FOR DRINKING FOR DEMINERALIZATION TO DM PLANT FILTERED WATER SUMP Filtered water turbidity < 5 NTU Clarified water residual Cl2: 0.2-0.5 ppm REMAINING IMPURITIES Dissolved inorganic salts Dissolved gasses Dissolved organic compounds
  • 7. Degasser FW water ACF WAC SAC WBA SBA MB CST Processes ….. DEMINERALISATION STREAM
  • 8. Degasser FW water ACF WAC SAC WBA SBA MB CST ACF Acts on principle of adsorption which is a surface active phenomenon It removes residual turbidity (<2 NTU) of water to its 1/10 level. It removes organic molecules to control colour and odour. It removes free residual chlorine present in filtered water(0.5 ppm Nil) Processes …..
  • 9. Degasser FW water ACF WAC SAC WBA SBA MB CST WAC resin is capable to exchange cations of alkalinity producing salts only i.e., for carbonate hardness removal purpose. 2 R-COOH + Ca(HCO3)2  (RCOO)2Ca2+ 2 H2CO3 WAC resin can exchange ions only in neutral to alkaline pH range. WAC results efficient TDS reduction in high carbonate hardness water. Efficient regeneration takes place even with very dilute acid solution. Processes …..
  • 10. Degasser FW water ACF WAC SAC WBA SBA MB CST SAC resin works over wide pH range & is capable to exchange any type of cations present in salts as sulphonic acid group is strongly acidic. 2 R-SO3-H+ + CaCl2  (RSO3)2Ca2+ 2 (H+ + Cl- ) Processes …..
  • 11. Degasser FW water ACF WAC SAC WBA SBA MB CST Water from the ex-cation contains carbonic acid which is very weak acid and difficult to be removed by strongly basic anion resin and causing hindrance to remove silicate ions from the bed. The ex-cation water is trickled in fine streams from top of a tall tower packed with rasching rings, and compressed air is passed from the bottom Carbonic acid break into CO^ and water. carbon dioxide escapes into the atmosphere. Water is pumped back to anion exchanger bed Processes …..
  • 12. Degasser FW water ACF WAC SAC WBA SBA MB CST Weak anion resins derive their functionality from primary (RNH2),secondary(R-NHR’)& tertiary amine (R3N)groups. The weak weak-base anion resins remove free minerals acidity(FMA) such as HCl & H2SO4 but doesn’t remove weakly ionized acids such silicic acid and bicarbonates Processes …..
  • 13. Degasser FW water ACF WAC SAC WBA SBA MB CST The Strong base anion resins derived their functionality from quaternary ammonium exchange sites.These are capable of exchanging anions like Cl- ,HCO3-,Silica. Processes …..
  • 14. Degasser FW water ACF WAC SAC WBA SBA MB CST ex-anion water is fed to the mixed bed exchanger containing both cationic resin and anionic resin. This bed not only takes care of sodium slip from cation but also silica slip from anion exchanger very effectively The final output from the mixed bed is an extra-ordinarily pure water having less than 0.2/Mho conductivity, H 7.0 and silica content less than 0.02 ppm. Processes …..
  • 16. REGENERATION PROCESS R2-Ca2+ R2Mg2+ R-Na+ R-K+ R3-Fe+3 R3-Al+3 HCl R-H+ R-H+ R-H+ R-H+ R-H+ R-H+ NaCl,CaCl2 etc. TO DRAIN SAC SAC R-Cl R2-SO4 R-NO3 R-Cl NaOH TO DRAIN R-OH- R-OH- R-OH- R-OH- R-OH- R-OH- SBA SBA+ WBA R2-SiO2 R2-SiO2 R2-SiO2 WBA
  • 17. Parameters pH Conductivity Turbidity Residual Chlorine Silica ACF 6.5 – 7.5 -- <2.0 NTU Nil -- Anion 6.5 – 8.0 <10 Nil Nil <200 ppb Mixed Bed 6.5-7.0 <0.2 Nil Nil < 20 ppb
  • 18. Why DM water can’t be used directly in boiler? • - Principle says if water is acidic – Corrosive. - Principle say if water is alkaline – Scale forming. As DM water (also called as hungry water) is having no salt, when it comes in contact with metal surface attacks the metal.
  • 19. CONDENSER CEP LPH DEAERATOR H P H ECONOMISER WATER WALLS BOILER DRUM TURBOGENERATOR GT SWITCHYARD BOTTOM RING HEADER UPPER RING HEADER D O W N C O M M E R S SH TO STACK TO ESP BFP CT
  • 20. BFP DOSING OF CHEMICALS TO PROTECT THE BOILER AND PREBOILER SYSTEM FROM CORROSION
  • 21. BFP AMMONIA IS USED TO INCREASE THE pH OF THE SYSTEM & NH3+ CO2 = (NH4)2CO3 N2H4 + O2 =N2 + H2O 3N2H4 =4NH3 + N2 ( this reaction takes place in the boiler drum AMMONIA DOSING
  • 22. BFP Tri-sodium phosphate hydrolyses & gives Na3PO4+H2O= Na2HPO4 + NaOH Na2HPO4+H2O= NaH2PO4 + NaOH NaOH + HCl (As Impurity)= NaCl + H2O TRISODIUM PHOSPHATE DOSING IN BOILER DRUM
  • 23. BFP SAMPLING POINTS AND PARAMETERS CONDENSATE SAMPLE COLLECTED FROM CEP DISCHARGE PH 9.0-9.2 K 3.0-4.0 µs/cm SILICA 10 ppb DO <40 ppb NH3 1.0 ppm Fe <10 ppb Cu <3.0 ppb
  • 24. BFP SAMPLING POINTS AND PARAMETERS FEED SAMPLE COLLECTED FROM ECONOMIZER INLET PH 9.0-9.2 K 3.0-5.0 µs/cm ACC 0.2 µs/cm SILICA 10 ppb DO <5 ppb Fe <10 ppb Cu <3.0 ppb
  • 25. BFP SAMPLING POINTS AND PARAMETERS BOILER DRUM(BD) SAMPLE COLLECTED FROM BOILER DRUM PH 9.1-9.4 K <20 µs/cm SILICA 0.1 ppm PHOSPHATE 1.0-2.0 ppm CHLORIDE 0.5 ppm TDS 10 ppb
  • 26. BFP SAMPLING POINTS AND PARAMETERS SATURATED STEAM SAMPLE COLLECTED FROM BOILER DRUM OUTLET PH 9.0-9.2 K 3.0-5.0 µs/cm ACC 0.2 ppm SILICA 10 ppb Na <5.0 ppb NH3 <1.0 ppm Fe <10 ppb
  • 27. BFP SAMPLING POINTS AND PARAMETERS MAIN STEAM SAMPLE COLLECTED FROM SUPER HEATER OUTLET PH 9.0-9.2 K 3.0-5.0 µs/cm SILICA 10 ppb Na <5.0 ppb NH3 1.0 ppm Fe <10 ppb Cu <3.0 ppb
  • 28. BFP SAMPLING POINTS AND PARAMETERS DEAERATOR OUTLET SAMPLE DO <5 ppb
  • 29. GENERAL LAYOUT OF MAIN PLANT
  • 30. FUEL SYSTEM COAL UNLOADING CRUSHER HOUSE CONVEYOR BELT COAL BUNKERS COAL FEEDERS COAL MILLS
  • 31. FUEL SYSTEM COAL HANDLING PLANT CRUSHER HOUSE CONVEYOR BELT COAL BUNKERS COAL MILLS PULVERIZED THE COAL INTO 75 µ SIZE VARIOUS SIZED COAL 20 mm SIZE
  • 32. FUEL SYSTEM COAL HANDLING PLANT CRUSHER HOUSE CONVEYOR BELT COAL BUNKERS COAL MILLS PULVERIZED THE COAL INTO 75 µ SIZE COAL SAMPLES COLLECTED FROM COAL FEEDER S FOR DETAILED ANALYSIS (PROXIMATE ANALYSIS & GCV)
  • 33. PA FAN AIR AIR PREHEATER HEATED AIR COAL MILL FD FAN AIR
  • 34. PA FAN AIR AIR PREHEATER HEATED AIR COAL MILL FD FAN AIR Coal sample sampling point for MILL FINENESS
  • 35. PA FAN AIR AIR PREHEATER HEATED AIR COAL MILL FD FAN AIR MILL FINENESS +50 3.00% -100 -200 70%
  • 36. PA FAN AIR AIR PREHEATER HEATED AIR COAL MILL FD FAN AIR Oxygen % in flue gas >4% for efficient combustion of fuel
  • 37. Bottom Ash Hopper COAL MILL Bottom Ash Hopper Samples for determination of combustibles in bottom ash
  • 38. Bottom Ash Hopper COAL MILL Combustibles in bottom ash <3.00% Combustibles in Fly ash <1.00% ESPs SAMPLING POINT FOR FLY ASH ANALYSIS
  • 39. 16 April 2015 PMI Revision 00 39
  • 42. GENERATOR PARTS STATOR OF GENERATOR ROTOR WINDING & ROTOR
  • 44. GENERATOR INTERNALS COOLING STATOR COOLED BY PRIMARY WATER
  • 45. GENERATOR INTERNALS COOLING ROTOR COOLED BY HYDROGEN GAS HYDROGEN PURITY MAINTAINED >97%
  • 46. GENERATOR INTERNALS COOLING LOWER FLAMABILITY LIMIT OF H2 4% H2 IN AIR UPPER FLAMABILITY LIMIT OF H2 74% H2 IN AIR
  • 47. PRIMARY WATER SYSTEM P W PUMPS P W COOLERS FILTERS ALKALIZER IONEXCHANGER GENERATOR WINDING EXPANSION TANK
  • 48. PRIMARY WATER SYSTEM P W PUMPS P W COOLERS FILTERS In Case Of Low PH (6.0-8.0) & High DO (<100ppb) Protective Layer formed in Winding is CuO EXPANSION TANK
  • 49. PRIMARY WATER SYSTEM P W PUMPS P W COOLERS FILTERS In Case Of High DO (Without alkalizer) Control limits are pH 6.0-8.0 K <1.5 µs/cm Cu <20ppb Fe <20 ppb EXPANSION TANK
  • 50. PRIMARY WATER SYSTEM P W PUMPS P W COOLERS FILTERS ALKALIZER IONEXCHANGER In Case Of High PH (8.5-9.0) & Low DO (<10 ppb) Protective Layer formed in Winding is Cu2O EXPANSION TANK
  • 51. PRIMARY WATER SYSTEM P W PUMPS P W COOLERS FILTERS ALKALIZER IONEXCHANGER In Case Of High DO (With alkalizer) Control limits are pH 8.5-9.0 K <2.2 µs/cm Cu <20ppb Fe <20 ppb EXPANSION TANK