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Detection of glycol loss and utilizing new molecular seive in the glycol dehydration plant

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Title: Detection of glycol loss and utilizing new molecular seive in the glycol dehydration plant


1
Detection of glycol loss and utilizing new
molecular seive in the glycol dehydration plant
Presented by Student Name Student ID
number Sultan Rashed 200213414 Saoud
Ahmed 200213431 Omar Al-Akbari 200101711 Saleh
Al Jabri 200235602 Rashed Al
Hakmani 200204495 Supervised by Dr. Nayef
Gasem
2
Outlines
  • Introduction
  • Adsorption process
  • Adsorption dehydration
  • Glycol dehydration unit design
  • Molecular sieve unit design
  • Estimation cost
  • Conclusion

3
Introduction
  • (GP1) In order to solve Abu Hasa Plant problem
    (losses of glycol) we
  • studied the natural gas composition and
    properties.
  • studied the problem of water in natural gas and
    its affect.
  • studied two methods of dehydration which is
    liquid desiccant and solid desiccant
  • studied the systems equipments
  • did material balances for the glycol regeneration
    cycle
  • did energy balances
  • used chemical engineering simulation programs
    HYSYS
  • did HAZOP study.
  • (GP2) In order to compare between glycol system
    and solid desiccant we
  • do design for equipments of glycol and solid
    desiccant systems
  • calculate the total capital and operating costs
  • determine possible locations of glycol losses
  • compare between the two systems depending on
    advantages and disadvantages of each system.

4
Adsorption of water by a solid desiccant
  • Adsorption is purely a surface phenomenon
  • molecules from the gas are held on the surface of
    a solid by surface forces
  • function of operating temperature (?as T?) and
    pressure (? as P?)
  • In NG industry a solid desiccant is used to
    remove water vapor from a gas stream

5
Properties of physical adsorbents in NG
dehydration
  • 1. Large surface area to 500-800 m2/g.
  • 2. Good "activity and retention" for the
    components to be removed.
  • 3. High mass transfer rate rate of removal.
  • 4. Easy, economic regeneration.
  • 5. Small resistance to gas flow small ?P
  • 6. High mechanical strength resist crushing and
    dust formation.
  • 7. Cheap, non-corrosive, non-toxic, and
    chemically inert

6
Typical types of adsorbents
7
Solid-desiccant dehydration process
  • two or more adsorption towers are filled with a
    solid desiccant (on, stand-by)
  • wet NG is passed through from top to bottom
  • high-temperature dry gas stream is used to
    regenerate solids
  • There are two mechanisms
  • Chemisorption uncommon
  • Physical adsorption common in gas dehydration

8
Design of separator
  • Separation units are engineered to meet the needs
    and requirements for
  • Volume
  • Gravity
  • Pressure
  • Foaming
  • Paraffin
  • Hydrates
  • Impurities
  • Corrosion
  • The design standard of separation units must meet
    quality and reliability.
  • sufficient instrumentation and control devices
    are necessary to ensure safe and continuous
    operation
  • Horizontal separators are used
  • in handling high to medium gas-oil ratios
  • for large volumes of gas and liquids
  • as 3-phase separators.

9
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10
Info. needed for design
  • The separator used before absorption tower in
    Abu-Hassa Natural gas plant is used to separate
    condensed liquid from gas feed to absorber.
  • After doing our GP1 mass balance we found all
    information needed to design this separator.

11
Info. needed for design
  • The information needed are
  • P, Pressure in separator 387.3psia
  • T, Temperature in separator 64.4F
  • Mwav, Average molecular weight 29.68lb/lbmole
  • ?L, density of liquid _at_STP 26.92lb/ft3
  • z, compressibility factor 0.88
  • q, Gas flow rate _at_STP 200.6MMSCFD
  • Area for liquid 0.25 Area for gas
  • F, volumetric flow rate to separator 6612m3/d
  • Residence time 10min

12
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13
Design An Absorption Dehydration
  • Information Required to Design an Absorption
    Dehydration Plant
  • The number of stages needed in the absorber
    tower.
  • Determine the column diameter.
  • Overall height of the column.

14
Design An Absorption Dehydration
  • Natural gas information

15
Design An Absorption Dehydration
16
Design An Absorption Dehydration
  • The Equilibrium data for TEG water system

(86,47)
(99.6,2)
Equilibrium Data Curve
17
Design An Absorption Dehydration
  • Determine the column diameter
  • Diameter may be estimated by cross-section area
  • Superficial velocity is estimated
  • The density of vapor and liquid

18
Design An Absorption Dehydration
19
Design An Absorption Dehydration
  • Gas volumetric flow rate of 162.3 MMscfd
  • Diameter may be estimated by cross-section area
  • Absorber diameter

20
Design An Absorption Dehydration
  • The height of absorber tower
  • There is relationship between the height and
    number of trays.

21
Heat Exchanger Design
  • Objectives sought in H.E. design
  • Heat load.
  • Define the area or size (dimensions) and length
    of tube. of the H.E.
  • Number of tube.
  • Velocity.
  • Drop in pressure.

22
Shell and tube heat exchangers
  • Fig. Shell and tube heat exchangers

23
Where the symbols in the equations refer to the
following parameters
  • Rate of heat transfer
  • Reynolds number
  • Density of TEG
  • Viscosity of TEG
  • Velocity
  • Different in temperature
  • Log mean temperature difference
  • Friction factor
  • Overall heat transfer coefficient
  • Area of heat transfer
  • Length of tube
  • Diameter of tube
  • Number of tubes
  • Pressure drop inside tube

24
Step1 Calculate heat transfer rate
  • Step2 Calculate the log mean temperature
    difference

25
Step 3 Choose the tube length and diameter
  • Tube length 6 m , Tube diameter 0.0254 m
  • Step 4 Calculate the area and number of tube


26
  • Step 5 Calculate the velocity
  • Step 6 Calculate the pressure drop inside the
    tube

27
Reboiler design
28
  • Step1 Required heat load
  • Step2 Heat to vaporize water picked up in
    absorber
  • Step3 Heat to vaporize reflux water in still.
    25 is returned
  • Step4 Heat losses from still

29
  • Total heat load
  • Using rule of thumb equation
  • Regenerator duty

30
Mole sieve
  • Calculate the vessel diameter, weight of
    desiccant, vessel height, pressure drop,
    thickness of the vessel and weight of the vessel.
  • Regeneration design
  • Estimate heat required for regeneration
  • Total regeneration cooling
  • Estimation time of regeneration

31
Mole sieve
32
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33
Calculate the viscosity, density and pressure drop
  • from GPSA figure 23-26
  • Density
  • Pressure drop

34
Estimate vessel internal diameter
  • Gases volumetric flow
  • V max 34 ft/min (fig.9-11)
  • Vessel area
  • Vessel ID 2.12m

35
  • Estimate water loading for 8 hr cycle

Inlet gas contains 42.5 lbH2O /MMscf from figure
4.4
Estimate weight of desiccant required in vessel
md Dynamic capacity at 65 F dynamic capacity at
75 F CTCss 65 F 130.981 12.74
lbH2O / 100 lb sieve

36
Vessel height
37
Regeneration design
  • Estimate heat required for regeneration
  • heating of water to 250 F
  • Vaporizing water
  • Heating of water from 250 F to 550 F
  • heating vessel

38
Regeneration design
  • Estimate heat required for regeneration
  • heat desiccant bed to 500 F
  • Total regeneration heat

39
Cost Estimation
  • Cost plays an active role for the engineering
    life
  • Design engineer needs to be able to make quick
    cost estimates to decide between alternative
    designs and for the project evaluation.

40
Estimating the total capital cost of a plant
  • Direct project expenses include
  • equipment cost
  • materials required for installation
  • labor to install equipment and material
  • Indirect cost
  • freight, insurance, and taxes
  • construction overhead
  • contractor engineering expenses
  • contingency

41
Factors affecting the costs associated with
Capital Cost evaluation of chemical plants
  • (1) Direct Project Expenses
  • Equipment free on board cost
  • Materials required for installation
  • Labor to install equipment and material
  • (2) Indirect Project Expenses
  • Transportation costs, insurance, and taxes
  • Construction overhead (vacation, sick leave and
    salaries)
  • Contractor engineering expenses (salaries and
    project management)
  • (3) Contingency and Fee
  • Contingency (loss of time due to storms, strikes,
    and small changes in the design).
  • Contractor fee (depend on type of plant)
  • (4) Auxiliary Facilities
  • Site development (civil engineering work)
  • Auxiliary Buildings
  • Off-sites and Utilities

42
Lang Factor Technique
43
Estimating the manufacturing (operating) cost of
a plant
  • Direct Manufacturing Costs
  • Variable costs
  • Operating and labor
  • Row materials
  • Pollution control (air, water, and solid waste)
  • Utilities
  • Electricity
  • Fuels
  • Water
  • Semi-variable costs
  • Laboratory charges
  • Maintenance
  • Overhead (plant and salaries)
  • Fixed Manufacturing Costs
  • General Expenses
  • Management
  • Sales
  • Financing

44
Estimated Operating labor Cost
  • Where NOL is the number of operators per shift, P
    is the number of processing steps involving the
    handling of particulate solids


Operating Labor
Labor Costs
45
For new plant
Operating Labor
Labor Costs

46
Estimated utility cost for mole sieve plant
  • The utility cost for fan
  • Duty
  • Cost of electricity 0.06/kW.hr. And the
    efficiency of electricity 0.9.
  • calculate the electricity power
  • Yearly Cost

47
The utility cost for heater
  • Duty
  • Cost of noncreative process 6.0/GJ with the
    efficiency 0.9.
  • Yearly Cost

48
The utility cost for Pump (Original plant)
  • The shaft Power is 5.92 kW. The efficiency of an
    electric drive is about 85.
  • Electric power
  • The Cost of Electric is 0.06/kWh
  • Yearly Cost

49
The utility cost for fan (original plant)
  • Duty
  • Cost of electricity 0.06/kW.hr. And the
    efficiency of electricity 0.9.
  • calculate the electricity power
  • Yearly Cost

50
The utility cost for heater (Original plant)
  • Duty
  • Cost of noncreative process 6.0/GJ with the
    efficiency 0.9.
  • Yearly Cost

51
The Estimated Cost of EquipmentAbsorption tower
cost
52
Calculate the purchased cost
  • Absorption tower
  • For the Tower

53
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54
  • For the Tray

55

56
  • Total cost of absorption tower is

57
Purchased Cost for other equipment
58
Conclusion
  • Natural gas processing is an essential part of
    chemical engineering.
  • Natural gas dehydration is an important process
    due to
  • the pipe line specifications
  • water problems in natural gas transportation and
    processing
  • requirements of the users

59
Conclusion
  • The possible places of glycol losses are located
    in
  • accumulator-reboiler system
  • flash drum
  • Advantages of Glycol dehydration
  • Lower installed cost
  • It is a continuous process.
  • Low pressure drop (5-10 psi)
  • Require less regeneration heat per pound of water
    vapor removed (low operating cost).
  • Disadvantages of Glycol dehydration
  • Water dew-point temperature is limited to
    temperature value higher then -25 oF
  • For lower temperature than -25 oF, a stripping
    gas is required with very high concentrated lean
    glycol solution.
  • Glycols are corrosive when decomposed or
    contaminated.

60
Conclusion
  • Advantages of molecular sieves
  • Very low dew point and water content can be
    obtained
  • Best suited for large volumes of gas under very
    high pressure
  • Dehydration of very small quantities of natural
    gas at low cost
  • insensitive to moderate changes in gas
    temperature, flow rate, and pressure.
  • They are relatively free from problems of
    corrosion, foaming, etc.
  • Some types can be used for simultaneous
    dehydration and sweetening
  • Molecular Sieves disadvantages
  • The most expansive adsorbents
  • The regeneration temperature is very high
    (operating cost).
  • Pressure drop is too high
  • High space and weight required
  • Mechanical breaking and contamination of liquid,
    oil and glycol are possible
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