ChE-413-MSF Multi-Stage Flash Desal Ination
Transcript of ChE-413-MSF Multi-Stage Flash Desal Ination
1/10/2011
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Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 1Prof. Ibrahim S. Al-Mutaz
Water DesalinationMulti-Stage Flash (MSF)
• Introduction
• Principle of MSF
• MSF Classification
• Stage Configuration: Cross / Long tube
• Once Through MSF
• Brine recirculation MSF
• Energy Balances
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 2Prof. Ibrahim S. Al-Mutaz
Introduction
� The MSF process is innovative where vapor formation takes place
within the bulk liquid instead of the surface of hot tubes.
� In other thermal processes, submerged tubes of heating steam are
used to perform evaporation. This always resulted in scale
formation on the tubes � less heat transfer & costly scale
inhibition or removal.
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 3Prof. Ibrahim S. Al-Mutaz
When saturated brine enters through slot at lower pressure stage. It senses the new lower pressure environment, and Flashes!
Principle of MSF
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 4Prof. Ibrahim S. Al-Mutaz
Weirs
Principle of MSF
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Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 5Prof. Ibrahim S. Al-Mutaz
Principle of MSF
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 6Prof. Ibrahim S. Al-Mutaz
Principle of MSF
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 7Prof. Ibrahim S. Al-Mutaz
Principle of MSF - energyfrom the energy flow diagram, the great part of the heat input to the MSF system is returned back to the sea with the seawater drain stream
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 8Prof. Ibrahim S. Al-Mutaz
� Plant operation has improved with
• More efficient antiscalent
• Better corrosion control chemicals
• Construction material capable of standing harsh
conditions
Development in MSF
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Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 9Prof. Ibrahim S. Al-Mutaz
Development in MSF
� Increase in the unit capacity from 454.4 m3/d to a current
capacity of 32731 m3/d. The largest unit was commissioned
in Al-Taweela with a capacity of 57,734 m3/d. Each capacity
doubling is associated with 24% reduction in unit product
cost.
� Decreasing the specific power consumption cost from 7-25
kW/m3 in 1955 to 4-10 kW/m3
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 10Prof. Ibrahim S. Al-Mutaz
� Treatment of the intake seawater is limited to screening and filtration
� Treatment of the feed seawater includes:
• Dearation
• Addition of antiscalent
• Addition of foaming inhibitors
Pretreatment
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 11Prof. Ibrahim S. Al-Mutaz
Inlet Distillate
Inlet Brine
Distillate Tray
Outlet Distillate
Outlet Brine
Submerged OrificeBrine PoolFlashed off Vapor
Distillate duct
Vent Line
Demister
Tube Bundle
Air Buffle
MSF Flashing stage
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 12Prof. Ibrahim S. Al-Mutaz
MSF Flashing stage
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Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 13Prof. Ibrahim S. Al-Mutaz
Demister
Vent line
Brine Pool
Distillate Duct
Outlet Brine
Outlet Distillate Inlet Distillate
Inlet Brine
Air Baffle
Tube Bundle
Distillate Tray
Orifice Weir
MSF Flashing stage
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 14Prof. Ibrahim S. Al-Mutaz
MSF Flashing stage
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 15Prof. Ibrahim S. Al-Mutaz
Intake Seawater
Mf+Mcw= 115.44 kg/s
Xf= 42000 ppm
Tcw= 30 oC
Distillate Product
Md = 1 kg/s
Reject Brine
Mb = 10.54 kg/s
Xb = 45984.8 ppm
Tb = 40 oC
Cooling Seawater
Mcw = 103.9 kg/s
Xf = 42000 ppm
T1 = 35 OC
Heating Steam
Ms = 1.18 kg/s
Ts = 100 oC
Feed Seawater
Mf = 11.54 kg/s
Xf = 42000 ppm
To = 90 oC
Single Stage Flash Desalination
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 16Prof. Ibrahim S. Al-Mutaz
Single Stage Flash Desalination
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Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 17Prof. Ibrahim S. Al-Mutaz
� Distillate product is salt free
� Cp is the same for all streams and equal 4.18 kJ/kg oC
� U is the same for preheater and brine heater and equal 2 kW/m2. oC
� Subcooling of condensate or superheating of the heating steam has negligible effect on the energy balance
� The heat loss is negligible
� Power consumption is not considered.
Assumptions
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 18Prof. Ibrahim S. Al-Mutaz
Top Brine
Temperature
To
TTDh
Brine HeaterFeed Preheater
Flashing Stage
To
T1
T1
Tv
Tcw
DTlossTTDc
Tb
DTst
Ts
Temperature profile
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 19Prof. Ibrahim S. Al-Mutaz
� The salinity of the rejected brine is much smaller than maximum allowable
� The heat transfer area for the brine heater and preheater is small due to the large temperature driving force.
� The specific heat transfer area in the brine heater is inversely proportional to the performance ratio.
Advantages of Single Stage
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 20Prof. Ibrahim S. Al-Mutaz
� PR is always less than 1.0
� The flow rate of the feed seawater is much larger than the
distillate produced ( about ten times) which means a large
amount of additives and chemicals needed for feed
treatment
� The flow rate of cooling water is very high which increases
the pumping power consumption
Drawbacks of single stage
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Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 21Prof. Ibrahim S. Al-Mutaz
MSF Process Classification
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 22Prof. Ibrahim S. Al-Mutaz
MSF Process Classification
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 23Prof. Ibrahim S. Al-Mutaz
MSF Flow Configuration
Tube Sheet
Brine
Condenser Tubes
Demister
Partition Walls
Side Walls
Cross-tube MSF
Side Walls
Brine
Distillate
Condenser
Tubes
Demister
Long-tube MSF
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 24Prof. Ibrahim S. Al-Mutaz
Cross-tube MSF distiller
Cross-Tube Configuration
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Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 25Prof. Ibrahim S. Al-Mutaz
Cross-Tube Configuration
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 26Prof. Ibrahim S. Al-Mutaz
Tube Sheet
Brine
Condenser Tubes
Demister
Partition Walls
Side Walls
Cross-Tube Configuration
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 27Prof. Ibrahim S. Al-Mutaz
Cross-Tube Configuration
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 28Prof. Ibrahim S. Al-Mutaz
Cross-Tube Configuration
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Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 29Prof. Ibrahim S. Al-Mutaz
Cross-Tube Internal Layout
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 30Prof. Ibrahim S. Al-Mutaz
Long-tube MSF distiller
Long-Tube Configuration
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 31Prof. Ibrahim S. Al-Mutaz
Long-Tube Configuration
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 32Prof. Ibrahim S. Al-Mutaz
Side Walls
Brine
Distillate
Condenser Tubes
Demister
Long-Tube Configuration
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Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 33Prof. Ibrahim S. Al-Mutaz
Long-Tube Configuration
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 34Prof. Ibrahim S. Al-Mutaz
Long-Tube Configuration
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 35Prof. Ibrahim S. Al-Mutaz
Long-Tube Internal Layout
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 36Prof. Ibrahim S. Al-Mutaz
Comparison between Cross Tube and Long Tube MSF Plant Parameters
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Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 37Prof. Ibrahim S. Al-Mutaz
There are 2 types of Multi-stage MSF
• Once Through (OT) MSF
• Brine recalculated (recycled)
Multi-stage MSF
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 38Prof. Ibrahim S. Al-Mutaz
� To overcome the main drawbacks of the single
flash units
� To improve the system performance ratio
� This is achieved by adding more flash units and
reducing the temperature drop per stage
Objective of Multi-stage MSF
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 39Prof. Ibrahim S. Al-Mutaz
� N number of stages : all of the stages are identical
� Brine heater
� No recycle of any portion of brine
� Does not contain cooling water stream: because the
brine rejected with low temperature and large flow
rate contains the energy to be removed from the
system.
System Components
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 40Prof. Ibrahim S. Al-Mutaz
Once Through MSF
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Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 41Prof. Ibrahim S. Al-Mutaz
Once Through MSF
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 42Prof. Ibrahim S. Al-Mutaz
Once Through MSF
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 43Prof. Ibrahim S. Al-Mutaz
Once Through MSF
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 44Prof. Ibrahim S. Al-Mutaz
Once Through MSF
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Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 45Prof. Ibrahim S. Al-Mutaz
� The intake seawater at Tcw flow through the preheater of
stage n to 1. When it leaves stage 1 its temperature
increases to t1.
� The seawater leaving the condenser enters the brine
heater, where its temperature rises from t1 to To
� The heated brine flashes off as it flows through the
successive stages where its temperature decreases from Toto Tn
Process description
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 46Prof. Ibrahim S. Al-Mutaz
� Simultaneously, flashing vapor condenses around
the condenser tubes in each stage where it heats
the the seawater flowing through the tubes.
� The collected distillate leaves from stage n.
� The brine leaving the last stage is rejected to the
sea.
Process description … cont.
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 47Prof. Ibrahim S. Al-Mutaz
� Drastic increase in
performance ratio
� Does not use cooling water
for removing excess heat
added in the brine heater.
� Operation at low salinity of
both feed and flashed brine
� High flow rate of intake
seawater
� High total condenser
surface area
Advantages vs. Disadvantages
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 48Prof. Ibrahim S. Al-Mutaz
CondensateFeed Brine
Heat input Section
Heat Recovery Section
Heat Rejection Section
Heating Steam
Ms
BrinePool
Demister
CondenserTubes
BrineRecycle
Mr
Brine Blow-downMb
DistillateProduct
Md
Feed Seawater
Mf
Intake Seawater
Mf +Mcw
Cooling Seawater
Mcw
Cooling Seawater Recycle Winter
Temperature Control
1 2 3 19
20 21 22
23
24
WaterBoxes
Distillate Trays
Brine recirculation (BR) MSF
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Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 49Prof. Ibrahim S. Al-Mutaz
� It is considered the industry standard
� The process consists of three section
• The heat recovery sections
• The heat rejection section (2-3 stages)
• The brine heater
� The system is driven by the heating steam which increases the temperature of the brine recycle or feed seawater to the desired value in the brine heater
Brine recirculation (BR) MSF
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 50Prof. Ibrahim S. Al-Mutaz
� The heat rejection section is used to remove the excess
heat added to the system in the brine heater
� It is used to control the temperature of the of the recycled
brine
� This is achieved through recovery of a controlled amount of
energy from the flashing brine into the brine recycle and
rejection of the remaining energy into the cooling water
stream
Brine recirculation (BR) MSF
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 51Prof. Ibrahim S. Al-Mutaz
� Experience in design and operation of MSF has led to use of inexpensive construction material capable of standing harsh conditions at high salinity
� The MSF systems does not include moving parts other than pumps.
� Construction is simple and contains a small number of tubes which limits leakage problems and simplify maintenance work
Advantage of brine recirculating MSF
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 52Prof. Ibrahim S. Al-Mutaz
� The hot brine flashes in the consecutive stages, where the
brine recycle flow inside the condenser tubes recover the
latent heat of the formed vapor.
� In the heat rejection section of brine circulation system,
the excess heat added to the system by the hating steam is
rejected to the environment by the cooling seawater stream
Description
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Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 53Prof. Ibrahim S. Al-Mutaz
Brine recirculation (BR) MSF
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 54Prof. Ibrahim S. Al-Mutaz
� The cooling water is introduced in the last stage of the heat recovery section.
� The cooling water leaving the first stage of the heat rejection section is divided into two parts
• Cooling water to the sea
• Feed water to the dearator to remove O2
� The feed is mixed with a portion of the brine from the last stage of the heat recovery section.
Process Description
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 55Prof. Ibrahim S. Al-Mutaz
� The brine recirculation pump pumps the water through the condenser/preheater tubes of the last stage of the heat recovery section
� Leaving the condenser in the first stage, the feed is introduced into the brine heater (steam-heated), where the temperature rises to the top brine temperature
� Flashing occurs in each stage and a small amount of water is generated and is cascaded through the stages
Process Description … cont.
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 56Prof. Ibrahim S. Al-Mutaz
� Vapor formation results because of the reduction of brine
saturation temperature
• The stage temperature changes from the hot to cold
• The brine flows across the stages without the aid of pumping
power (from high to low P).
� The flashed-off vapor is condensed on the preheater tubes
Process Description … cont.
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Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 57Prof. Ibrahim S. Al-Mutaz
� From the last stages
• Part of brine is rejected to the sea
• Another part is recycled
� The rejection of the brine is necessary to control the salt
concentration in the plant
Process Description … cont.
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 58Prof. Ibrahim S. Al-Mutaz
Brine recirculation (BR) MSF
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 59Prof. Ibrahim S. Al-Mutaz
Brine recirculation (BR) MSF Stream flow rate, salinity, and temperature
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 60Prof. Ibrahim S. Al-Mutaz
Brine recirculation (BR) MSF Material balances on the heat rejection section
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Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 61Prof. Ibrahim S. Al-Mutaz
Temperature Profile
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 62Prof. Ibrahim S. Al-Mutaz
Energy Balances
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 63Prof. Ibrahim S. Al-Mutaz
Energy Balances
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 64Prof. Ibrahim S. Al-Mutaz
Energy Balances
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Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 65Prof. Ibrahim S. Al-Mutaz
Energy Balances
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 66Prof. Ibrahim S. Al-Mutaz
Modelling a Flashing Stage
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 67Prof. Ibrahim S. Al-Mutaz
Modelling a Brine Heater
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 68Prof. Ibrahim S. Al-Mutaz
Interface with Rest of the Plant: Layout
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Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 69Prof. Ibrahim S. Al-Mutaz
Interface with Rest of the Plant: Layout
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 70Prof. Ibrahim S. Al-Mutaz
Interface with Rest of the Plant: Layout
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 71Prof. Ibrahim S. Al-Mutaz
Multi Stage Flash
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 72Prof. Ibrahim S. Al-Mutaz
1/10/2011
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Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 73Prof. Ibrahim S. Al-Mutaz Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 74Prof. Ibrahim S. Al-Mutaz
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 75Prof. Ibrahim S. Al-Mutaz Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 76Prof. Ibrahim S. Al-Mutaz
1/10/2011
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Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 77Prof. Ibrahim S. Al-Mutaz
General view of low side flash chamber
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 78Prof. Ibrahim S. Al-Mutaz
General view of low side flash chamber
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 79Prof. Ibrahim S. Al-Mutaz
General view of Cu-Ni 70-30 alloy heat transfer tubes in heat recovery
section of Al-Kkafji MSF plant
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 80Prof. Ibrahim S. Al-Mutaz
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Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 81Prof. Ibrahim S. Al-Mutaz
Operational experience show desalination plants operating
after 15 years successfully improved material selection suggests
that the design life can be extended to 40 years operation
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 82Prof. Ibrahim S. Al-Mutaz
Al-Taweelah Az Power & Desalination Plant
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 83Prof. Ibrahim S. Al-MutazSection 7
Umm Al Nar Desalination Station “B” Plant
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 84Prof. Ibrahim S. Al-Mutaz
Shoaiba Desalination Plant, Saudi Arabia
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Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 85Prof. Ibrahim S. Al-Mutaz
Shoaiba Desalination Plant, Saudi Arabia
Process type: Multi-Stage Flash Distillation (MSF)Estimated project cost: $1.06 billionPopulation served: 1.5 millionProduct water output: 74,000m³/day (Phase 1); 450,000m³/day (Phase 2)Final total production capacity: 150 million m³/year
Project Timeline:Construction started: 1997Phase 1 completed: August 2000, Phase 2 completed: March 2003
Chemical Engineering Dep.
ChE-413: Desalination and Water treatment
King Saud University 86Prof. Ibrahim S. Al-Mutaz