Copper Adsorption through Chitosan Immobilized on Sand to Demonstrate the Feasibility for InSitu Soi - PowerPoint PPT Presentation

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Copper Adsorption through Chitosan Immobilized on Sand to Demonstrate the Feasibility for InSitu Soi

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Title: Copper Adsorption through Chitosan Immobilized on Sand to Demonstrate the Feasibility for InSitu Soi


1
Copper Adsorption through Chitosan Immobilized on
Sand to Demonstrate the Feasibility for In-Situ
Soil Decontamination
  • Meng-Wei Wan, Ph.D.

Department of Environmental Engineering and
Science
College of Environment
Chia Nan University of Pharmacy and Science
2
Outline
  • Introduction
  • Methodology
  • Chitosan immobilized on sand
  • Copper adsorption isotherm
  • Desorption study
  • Conclusion

3
Problem
  • Ubiquitous contamination by toxic metals raises
    serious environmental and health issues
  • Industrial and mining wastes are the most
    significant sources of environmental pollution by
    heavy metals

4
Current Technologies
  • Physical-Chemical processes for water treatment
  • Filtration
  • Chemical precipitation
  • Ion exchange
  • Adsorption
  • Electro-deposition
  • Membrane systems
  • Excavation followed by burial at a hazardous
    waste site for soil treatment

5
Drawback
  • Expensive High capital cost or high maintenance
  • Disruptive nature
  • Inadequacy at removing trace levels of metals
  • Only efficient for certain concentrations

6
Biological Technologies
  • Bioremediation
  • Phytoremediation
  • Advantage
  • Cost-efficient
  • Non-disruptive
  • Easy to maintain

7
Challenge
  • Microorganisms do not have the ability to degrade
    metals but rather to transform them
  • Phytoremediation is only effective for low to
    moderate contamination and may take long periods
    of time

8
Bioremediation Technology
(A) Bioventing
(B) air sparging
(C) on-site bioreactors
(D) in situ simulation
(E) zonal bioremediation
(Yen, Environmental Chemistry. VOL. 4B)
9
In-situ Bioremediation
  • Microbially derived polymers can be efficiently
    used as binding agents to help the soil matrix
    become stronger and less permeable - stop the
    migration of hazardous leachates
  • Biopolymers can prevent fluid migration by
    promoting the generation of biopolymer-filled
    soil layers to generate a capsule around the
    spill - similar to slurry wall
  • Pollutant plume will be sealed off so that
    naturally-occurring bioremediation can take place
    preferentially in the remaining less-contaminated
    regions

10
Methodology
  • A feasibility study indicates that biopolymer
    coated sand can remove metals in ground water
    efficiently
  • A permeable reactive barrier

11
Supporting Facts
  • The use of chelating materials can hold great
    potential for metal adsorption and removal from
    both water and soils.
  • Biopolymers are high molecular weight compounds
    and also can be produced by different living
    organisms
  • Biopolymers have many repeating units and can
    survive in diverse geological conditions

12
Three Types of Biopolymers
  • Chelating polymers (polycationic)
  • Chitin/ Chitosan
  • Fungal Mycelia
  • Stabilization or crosslinking polymers
    (polyanionic)
  • Xanthan
  • Bacteria Xanthomonas campestris
  • Binding polymer (semi-penetrating network former)
  • PHB (poly 3-hydroxbutyrate)
  • Bacteria Alcaligenes eutrophus

13
Chitin and Chitosan
  • One of the most abundant biopolymers in the
    biosphere is chitin - linear structure composed
    of N-acetyl-glucosamine residues, and its
    de-acetylated derivatives are called chitosan
  • Main sources are from the animal and plant
    kingdoms
  • The shells of crustaceans and mollusks
  • The algae commonly known as marine diatoms
  • The cell walls of fungal species

14
Structure of Chitin and Chitosan
Chitin
Chitosan
15
Chitosan
  • Is an abundant and inexpensive natural source
  • Contains many reactive sites including the
    repetitive amino groups.
  • Is an excellent chelating material for metals.
  • Can be used alone, as cross-linked chitosan, or
    in the form of several derivatives.

16
Chitosan Immobilized on Sand
5 g Chitosan 100 g Sand
Stirred for 5 hours
Neutralized with NaOH
dissolved in 5 HCl
Particles' size greater then 0.5 mm were
collected as adsorbent
Drop by drop
Filtered from solution, washed and dried in oven
Chitosan bind with sand formed by precipitation
Grinded and sieved
Chitosan-Coated Sand
17
Copper Adsorption Isotherm
  • Cu (II) solutions of different concentrations
    were prepared in deionized water using CuSO4
  • An adsorbent was mixed with metal solution at
    different concentrations
  • A shake machine, reaching a static speed of 50
    rpm, provided continuous mixing
  • The contact times were 2 hr, 4 hr and 6 hr
  • Cu concentrations were analyzed by AA Spectrometer

18
Adsorption Capacity
  • Equation

Where
C0 Initial Cu2 conc. (mg/L)
C Final Cu2 conc. (mg/L)
V Volume (L) of Cu2 solution
W Weight (g) of the adsorbent
  • Adsorbents can be chitosan-coated sand, pure
    chitosan and sand used alone

19
Cu2 adsorption capacity mg Cu2/g chitosan
In this case mg Cu2/g sand only
20
Explanation
  • Its three dimensional structure, which is
    different for each of the adsorbents used, and
    thus may fit differently with Cus ionic size
  • The chelating groups of chitosan (amino groups
    especially) allow for different chelating
    combinations, making the interaction with metal
    complex
  • Combining chitosan with sand, chitosan may have
    changed its three dimensional structure to one
    that fits better for the interaction with Cu

21
Adsorption Model
  • Langmuir equation is valid for monolayer
    adsorption
  • The model contains a limited number of sites and
    predicts a homogeneous distribution of adsorption
    energies

22
  • Langmuir Equation

Where
KL Langmuir equilibrium constant (L/g)
Cads amount of Cu2 adsorbed (mg/g),
Ceq equilibrium conc. of Cu2 in solution
(mg/L) ,
b Langmuir constant (L/mg)
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  • The chitosan used in our study has a high degree
    of purity (high nitrogen content of 7.57), which
    is very closed to the calculated value (7.91)
  • The ratio of N/Cu from different adsorption
    studies are listed

27
Desorption Study
  • Deionized water, dilute acetic acid solutions and
    5 HCl acid solutions were used
  • Certain quantity of solutions were added to each
    adsorbent with different concentrations of Cu2
    adsorbed (from the adsorption studies)
  • The solutions were shaken for two hours
  • Cu concentration in each supernatant was
    determined by the AA Spectrometer

28
Most naturally occurring acid streams are above
pH3
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30
Conclusion
  • The feasibility of meal uptake from ground water
    has been demonstrated.
  • The metal adsorption follows the Langmuir
    isotherm.
  • It is possible to regenerate the metals recovered
    from waste ground water.

31
Conclusion
  • Permeable reactive barrier is a suitable example
    of this work.

32
Thank You
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