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8/20/2019 s-k-sharma-water-chemistry-in-thermal-power-plants.pdf
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WATER CHEMISTRY
IN
THERMAL POWER PLANTS
(An Overview)
Presentation by
S.K.SHARMA D.G.M(CHEMISTRY)
NCPS DADRI
NTPC LTD
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WATER
• The purest available form is from water vapour inatmosphere, as rain, snow or produced by melting of ice.
• This water on reaching the ground absorbs differenttypes of gases from atmosphere like nitrogen, oxygen and
to a lesser extent carbon dioxide.
• Other gasses like ammonia, oxides of nitrogen andsulphur etc. ,also dissolves during rain depending upon thepollution level of the atmosphere.
• Apart from this, the surface water travels to variousplaces and catches organic matter, suspended solids etc.
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SOURCES OF WATER
1. Rivers, lakes and reservoirs (surface drainage water)
2. Underground water (shallow well, deep well, springs)
3. Rain water
4. Sea water
5. Snow melting
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WATER SUPPLY
SEA 95-96%
FROZEN WATER 2% FRESH WATER 2-3%
•Fresh water available is scarce.
• We, the human beings, are bent upon polluting this preciousresource.
• Imperative to take proper care to conserve and reuse water.
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MAIN IMPURITIES IN WATER
1. Suspended (Macro size) - Sand, dirt, silt. This contributesturbidity to raw water.
2. Colloidal - Micro size particles(1-100nm)
3. Dissolved form - Alkaline salts and neutral salts, organic
matter,• Alkaline salts are mainly bicarbonates rarely carbonates
and hydrates of calcium, magnesium and sodium.
• Neutral salts are sulphates, chlorides, nitrates of
calcium, magnesium and sodium.
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TYPES OF WATER IN THERMALPOWER PLANT
• Cooling water
• Boiler water
• Process water
• Consumptive water
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• Pretreatment of raw water
• Filter water for softening & DM plant
• Ultra pure /demineralised water for boiler makeup/steam generation
• Cooling water system.
• Monitoring of steam/ water parameters & H.P./L.P. Dosingsystems
WATER TREATMENT IN POWER PLANT
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WATER FLOW DIAGRAM
CLARIFLOCCULATOR
GRAVITYFILTER
D.M.PLANT
SOFTENING
PLANT
COOLINGWATER
U/GSTORAGE
TANK
RAWWATER
DRINKINGWATER
BOILERMAKEUP
C.W.MAKEUP
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PRE-TREATMENT
Pre-treatment takes care of organics, suspended matter andcolloidal silica to some extent.
CLARIFLOCC
ULATORGRAVITY
FILTER
D.M.PLANT
SOFTENING
PLANT
U/G
STORAGE
TANK
RAW
WATER
ALUM & Cl2
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CLARIFLOCCULATOR
Raw
water
Chlorine Alum
Lime Flash
Mixer
Clarification
Sludge
settling
pond
Clarified
water to
filters
Flocculation
Water quality at Clarifier outlet
Turbidity -
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DISINFECTION
Disinfection is destruction of Pathogenic bacteria, virus,germs and other organisms present in water.
It can be achieved by
• Gaseous chlorine
• Chlorine compounds such as hypo-chlorites, bleachingagent and chlorine dioxide
• Ozone• Ultra-Violet radiation
• Hydrogen peroxide
• Heating
• Combination of the above
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FILTRATION
Removal of solid particles from water by passing it througha filtering medium.
Filtration is usually a mechanical process & does notremove dissolved solids.
Filters are mainly of two types.
1. Pressure Filters - steel, wood or concrete containersthat are open at the top and function at atmosphericpressure.
2. Gravity filters - closed, round steel shells and function
with the pressure of the incoming water.
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GRAVITY SAND FILTER
Clarifiedwaterfromclarifier
IN
OUT
5th layer
4th layer
3rd layer
2nd layer
1st layer
Gravity Sand Filter
For back washing ofthe GSF water ispassed throughfilter in reversedirection
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D.M. PLANT
WEAK
ACID
CATION
STRONG
ACID
CATION
ACF
WEAK
BASE
ANION
STRONG
BASE
ANION
MIXED
BED
DEGASSER
D.M.
WATER
STORAGE
TANK
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COOLING WATER CHEMISTRY
• To avoid scale formation
• To control corrosion
• To control micro biological growth
• To control vaccume in condenser
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INTRODUCTION
Circulating Water chemistry is maintained primarily tocontrol
-- Corrosion
-- Inhibit scale formation
-- To minimize micro-organism growth in condenser tube orin cooling water system.
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SCALE FORMATION
• scale formation can take place in condenser of thermalpower plants. This may lead to higher back pressure incondenser which in turn lead to loss in condenser vacuumthat causes loss of turbine efficiency resulting in higherheat rate than designed resulting in direct energy loss.
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TYPES OF COOLING WATERSYSTEM
• Once through cooling system
• Open recirculation cooling system
• Closed cycle cooling water system
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COOLING WATER TREATMENT
• Softening plant for make up as soft water withchlorination
• Chemical treatment for scale inhibition and corrosioncontrol
• Acid dosing with chlorination
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MICROORGANISM FOULING
Micro organism growth in cooling water systemleads to choking of C.W. pumps strainers andcooling tower fills which reduce effective surfacearea for cooling and desired cooling efficiency is notachieved which leads to higher c.w.inlet coolingwater temperature and loss of condenser vacuum.
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• CHLORINATION: This is the most practiced technique forcooling water treatment in power plants. Chlorine is apowerful oxidizing agent and reacts with the nitrogenous
part of microbial substances to form chloramines.
• Cl2 + H2O HOCl + H+ + Cl-
• HOCl H+ + OCl-
• NH3
+ HOCl NH2
Cl + H2
O (Monochloramine)
• NH2 Cl + HOCl NH Cl2+ H2O (Dichloramine)
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For all ferrous feed water system, generation &transport of corrosion products –
magnetite,haematite and ferric oxide hydrate occursdue to :
•Corrosion
•and,flow accelerated corrosion
of low & high pressure heaters,de-aerator,eco inlettubing & piping, feed water piping &drain lines
CYCLE CHEMISTRY
• Corrosion products generated flow around the cycle, depositin various areas and act as initiating centers for major failuremechanisms.
• And are often removed by chemical cleaning.
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FEED WATER TREATMENT
• AVT (R):
• Ammonia + a reducing agent
• ORP should be in the range: -300 to -350 mV,necessary toprotect mixed metallurgy systems.
• AVT (O):
• Reducing agent has been eliminated. ORP will be positive.
•The basis of either AVT treatment is elevated pH.
•Common alkalizing agent is Ammonia.
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• AVT(R): oxygen level at CEP discharge is low enough (
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FEED WATER LIMIT FOR ALL FERROUS SYSTEM.
Parameter AVT(O) AVT(R)
pH 9.2-9.6 9.2-9.6
ACC
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CONVERSION OF ALL FERROUS FEEDWATER CHEMISTRY TO AVT (O).
• Perform baseline monitoring: feed water parameters-ACC,pH, chloride, DO, Steam parameters-ACC, Na, Chloride and
silica•Minimize air in-leakage so that DO is
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WATER STEAM CYCLE (THERMALPROJECT)
D.M. WATER CST CONDENSER D/A
TURBINE STEAM BOILER
T.S.P. DOSING
HYDRAZINE
DOSING
BFP
AMMONIA
DOSING
CEP
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WATER STEAM CYCLE (GAS PROJECT)
L.P. DOSING
D.M. WATER RFT CONDENSER D/A
LP TURBINE LP STEAM LP BOILER
HP TURBINE HP STEAM HP BOILER
H.P. DOSING
HP BFP
LP BFP
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WATER/STEAM CHEMISTRY
PARAMETERS TO BE MONITORED
– pH
– Silica
– Conductivity
– After Cation Conductivity
– Dissolved Oxygen – Sodium
– Copper
– Iron
– Carbon dioxide – Chloride
– Hardness
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SUPER CRITICAL BOILER:CRITICAL PARAMETERS
• SUPERCRITICAL BOILER OERATE AT PRESSURE >203 Kg/cm2
AND TEMPERATURE IS >600 deg.CTHEREFORE THE CONSTRUCTION OF HAVE HIGH
MECHANICAL STRENGTH AND LOW CREEP.
• AT SUPER CRITICAL CONDITION THE MEDIUM IS JUST AHOMOGENEOUS FLUID RATHER THAN WATER OR STEAM.
THEREFORE USUALLY SUPERCRITICAL BOILER ARE OF ONCETHROUGH TYPE.
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ROLE OF CHEMISTRY IN POWERPLANT
Water chemistry is important to
• achieve higher operation efficiency,
• Minimize corrosion & scale formation problems and• to reduce plant downtime
High water quality standards are to be maintained, particularly in
view of upcoming super critical boilers
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•• WASTE WATER FROM A THERMALWASTE WATER FROM A THERMALPOWER PLANTPOWER PLANT
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WATER BALANCE (for 4 Units)
(all in M3/hr)
Evap. & Unaccounted loss 1665
Raw Water3040
ColonyDrinking
340 (18Hrs)
EDP1900
(3.2Hrs)
Fire Water
350
BHEL
2100
(3.5Hrs)
PlantSewage
30 (18Hrs)
GasPlant1036DADRIDADRI
THERMALTHERMAL
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TREATMENT OF WASTEWATER
CMBPump
Clarifier
Low Pressure Membrane
Technology
MF/UF System
RO 1 & 2
DM Plant
CT Makeup
To Boiler
Feed
CT Blow-down
DM Neutralizationwaste
Service waste water
Oily waste water-
post t reatment
CASE-II : RECYCLE THROUGH MEMBRANE TECHNOLOGY
Backwash
water Recycle
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ADVANTAGES OF REVERSE OSMOSISS.NO. REVERSE OSMOSIS DM PLANT
1 Continuous operation. No need forregeneration 1 or 2 regenerationreqd. Everyday
2 No need for bulk storage of acid/alkali Bulk storage required
3 No effluent treatment required Effluent treatmentrequired
4 Operating cost mainly power,cartridge filter replacement andmembrane replacement
(Low operating cost except cost ofmembrane)
Operating cost mainlypower, cost ofchemicals & cost of
resin
(Higher operating cost)
5 Excellent silica removal Good silica removal
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Expected Reduction of Effluents &makeup water for a 1200 MW station
Make- up Consumptive Effluentswater water water
(cum/Hr) (cum/Hr) (cum/Hr)Conventional 9925 4030 5895
Improved Scheme 6075 4030 2045
Zero Discharge 4031 4030 ZERO
practically
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EXISTING SYSTEM
Regeneration waste
Filter
House
B/W sump
EDPPUMP
HOUSEDM plant
CWSystem
Softening
plantSettlingpit
DMwater
Effluent pit
For Horticulture& Gardening., AHP, CHP
Make Up
RESERVOIR
A/C COMPRESSOR COOLING
ClarifiersClarifiers
Blow down
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RO
PROPOSED SYSTEM
EDPPUMP
HOUSE
CWSystem
SEWAGE
TREATMENT
ULTRAFILTRATION
BHELPUMPHOUSE
ClarifiersClarifiers
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WATER REQUIREMENT AT DIFFERENTCOC
COC EVOPORATION
LOSS
M3/HR
DRIFT
LOSS
M3/HR
BLOW
DOWN
REQD
M3/HR
TOTAL
MAKE UP
REQD
M3/HR
2 1800 50 1850 3700
3 1800 50 925 2775
4 1800 50 617 2467
5 1800 50 463 2313
6 1800 50 370 2220
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CONSERVATION OF WASTE
• Operate CW system at COC of 7.0 to 8.0 by usingside stream softeners thereby conserving water
due to reduced system blow down.
• Adopting new Technologies i.e RO (ReverseOsmosis) in combination with Mixed bed ion
exchanger.
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