ambient ammonia analysis via the modified berthelot's …
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AMBIENT AMMONIA ANALYSIS VIA THE MODIFIED BERTHELOT’S REACTION
A Thesis
Presented to the
Faculty of
California State Polytechnic University, Pomona
In partial fulfillment
Of the requirement for the Degree
Master of Science
In
Chemistry
By
Zaw T. Naing
2021
SIGNATURE PAGE
THESIS: AMBIENT AMMONIA ANALYSIS VIA THE MODIFIED BERTHELOT’S REACTION
AUTHOR: ZAW T. NAING DATE SUBMITTED: Spring 2021
Department of Chemistry and Biochemistry
Dr. Yan Liu Thesis Committee Chair Chemistry and Biochemistry Dr. Alex John Chemistry and Biochemistry Dr. Gregory A. Barding, Jr. Chemistry and Biochemistry
ii
ACKNOWLEDGEMENTS
Throughout my graduated studies here at California State Polytechnic University,
Pomona I have received a wonderful deal of support and assistance. First and foremost, I
am extremely grateful to my academic advisor, Dr. Yan Liu for mentoring me, always
supporting me, encouraging me to explore new things and having lot of patience with me
throughout my entire college career. Without him, I would not be the same person as I am
now. My gratitude extends to the faculty members of Chemistry and Biochemistry
Department for their wonderful support through funding my studies and made my
graduated studies more memorable. I would also like to thank my colleagues, lab mates,
Kevin J. Liang, Jacob Brannon, Haocheng Liang, Andrew Thai, Tierra J. Webb, Desiree
Joyce Sarmiento, Hayley Blockinger, and Thanuja Samaranyaka for the wonderful time
we spent together in a classroom setting and in social setting. Finally, I would like to thank
my family and friends for their loving support through my studies.
iii
ABSTRACT
Ammonia is the most abundant basic gas in the atmosphere, and plays a vital role
in numerous environmental, biological, natural, and industrial processes. Traditionally,
ambient ammonia was analyzed by spectrophotometric, electrochemical, and separation
methods. The latter two require more delicate instrument operation and training than
spectrophotometric methods. The spectrophotometric method mainly relies on the
measurement of indophenol produced in the Berthelot’s reaction. Although the Berthelot’s
reaction itself is simple and easy to perform, the overall reaction kinetic process is slow
and takes about an hour to complete. In addition, the toxic phenol used in the Berthelot’s
reaction raises a great safety concern. A novel method to analyze ambient ammonia is still
desired in the field. This project investigated the kinetic process of the Berthelot’s reaction
first, and modified the amount of nitroprusside used to fasten the reaction process.
Additionally, it was determined kinetically that the reaction order for each reactant in the
Berthelot’s reaction is one. More importantly, less toxic o-, m-, and p-phenylphenols were
used to replace phenol in the reaction, and the results obtained in the analysis of ambient
ammonia collected by an ammonia diffusion sampler were comparable with the classic
Berthelot’s method.
iv
TABLE OF CONTENTS
SIGNATURE PAGE ......................................................................................................... ii
ACKNOWLEDGEMENTS ............................................................................................. iii
ABSTRACT ...................................................................................................................... iv
LIST OF TABLES .......................................................................................................... vii
LIST OF FIGURES ........................................................................................................ viii
CHAPTER 1 Introduction ................................................................................................ 1
CHAPTER 2 Experimental Design .................................................................................. 9
2.1 Berthelot’s reaction solution preparation ...................................................................... 9
2.2 Spectrophotometric monitoring of the Berthelot’s reaction ........................................ 10
2.3 Kinetic analysis of the Berthelot’s reaction ................................................................. 10
2.4 Phenylphenol study ..................................................................................................... 11
2.5 Diffusive collection of ambient ammonia ................................................................... 11
CHAPTER 3 Quantitation of Active Chlorine ............................................................. 13
3.1 Preparation of potassium iodate solution .................................................................... 13
3.2 Standardization of sodium thiosulfate solution ........................................................... 13
3.3 Quantifying active chlorine ......................................................................................... 17
CHAPTER 4 Spectrophotometric Characterization of the Berthelot’s Reaction ..... 19
4.1 Reaction with phenol ................................................................................................... 19
4.2 Reactions with phenylphenol ...................................................................................... 22
4.3 Experimental Condition ............................................................................................... 27
CHAPTER 5 Reaction Kinetics ..................................................................................... 28
5.1 Reaction rates .............................................................................................................. 28
5.2 Reaction order of phenol ............................................................................................. 32
5.3 Reaction order of hypochlorite .................................................................................... 34
5.4 Reaction order of ammonia ......................................................................................... 35
5.5 Overall reaction order of Berthelot’s reaction ............................................................. 36
5.6 Kinetics under more basic conditions .......................................................................... 36
CHAPTER 6 Reaction mechanisms ............................................................................... 38
6.1 Reaction mechanism I ................................................................................................. 38
6.2 Reaction mechanism II ................................................................................................ 39
v
CHAPTER 7 Quantitation of Ambient Ammonia ....................................................... 41
7.1 Calibration curves ........................................................................................................ 41
7.2 Analysis of ammonia in extracts ................................................................................. 43
CONCLUSION ................................................................................................................ 46
REFERENCES ................................................................................................................ 47
vi
LIST OF TABLES
Table 1. Standardization of Na2S2O3 ............................................................................... 16
Table 2. Values of Student’s t obtained from Harris Quantitative Chemical Analysis 8th
edition ................................................................................................................ 18
Table 3. The maximum absorbance wavelength for phenylphenol reaction mixture ...... 26
Table 4. Determination of ambient ammonia .................................................................. 44
Table 5. Determination of same ambient ammonia concentrations by using Phenol and
Phenylphenols.....................................................................................................45
vii
LIST OF FIGURES Figure 1. Nitrogen Cycle .................................................................................................... 2
Figure 2. AMoN 2012 annual ambient ammonia report .................................................... 4
Figure 3: ALPHA, Radiello, Ogawa Passive samplers design ........................................... 5
Figure 4. Overall Reaction of Berthelot’s reaction ............................................................ 6
Figure 5. A general chromatogram of an experimental sample.......................................... 7
Figure 6. An example of using calibration curve using Ion Selective Electrode ............... 8
Figure 7. Diffusive ambient ammonia collection ............................................................. 12
Figure 8. Titration process: a. before the equivalent point; b. close to the equivalence
point; c. addition of starch indicator; d. end of titration ................................... 15
Figure 9. Image of the Berthelot’s reaction vessel ........................................................... 20
Figure 10. UV/vis spectrum of the Berthelot’s reaction ................................................... 20
Figure 11. UV/vis spectrum of indophenol ...................................................................... 21
Figure 12. Reaction vessel with NaOH dilution ............................................................... 22
Figure 13. Phenylphenol reaction, from left to the right: o-, m-, and p-phenylphenol ........................................................................................................................... 23
Figure 14. o-phenylphenol reaction vial (left) concentrated and (right) dilu ted .............. 23
Figure 15. Phenylphenol reaction under more basic conditions: from left to right, o-, m-,
and p-phenylphenol ........................................................................................... 24
Figure 16. o-phenylphenol reaction spectrum .................................................................. 25
Figure 17. m-phenylphenol reaction spectrum ................................................................. 25
Figure 18. p-phenylphenol reaction spectrum .................................................................. 26
Figure 19. Representative spectra through continuous absorbance measurement ........... 28
Figure 20. Kinetic curve of the Berthelot’s reaction . ....................................................... 29
Figure 21. First derivative of the Berthelot’s reaction kinetic curve . ............................... 31
Figure 22. Kinetic curve of the Berthelot reaction with concentrated phenol .................. 33
Figure 23. First derivative of the concentrated phenol Berthelot’s reaction .................... 33
Figure 24. Kinetic curve of concentrated hypochlorite in the Berthelot reaction ............ 34
Figure 25. First derivative of kinetic curve of double amount of hypochlorite ................ 35
Figure 26. Kinetic Curve of the half the amount of Ammonia in Berthelot’s reaction .... 36
Figure 27. Kinetic curve of m-phenylphenol reaction with NaOH dilution ..................... 37
Figure 28. Berthelot’s reaction path ................................................................................. 38
viii
Figure 29. Proposed the reaction product for phenylphenols ........................................... 40
Figure 30. Ammonium calibration curve based on phenol reaction ................................. 41
Figure 31. Ammonium calibration curve based on o-phenylphenol reaction .................. 42
Figure 32. Ammonium calibration curve based on m-phenylphenol reaction .................. 42
Figure 33. Ammonium calibration curve based on p-phenylphenol reaction .................. 43
ix
CHAPTER 1
Introduction
Gaseous ammonia (NH3) is the most prominent basic gas in the atmosphere coming
from many sources1,2. Agriculture, more specifically the feces of livestock and the
ammonium-based fertilizers, is the primary source of ambient ammonia1,3. Industry is
another major source for ambient ammonia1,3, and gaseous ammonia may be released or
formed in the industrial process of any nitrogen-containing compounds such as nitric acid,
amines, amides, cyanides, and so on4–6. Additional sources of ammonia come from the
burning of biomass, including wild fires1,7.
Being the most abundant basic gases in the atmosphere, ammonia plays an
important role in many environmental/biological cycles, due to the presence of nitrogen8,9.
Nitrogen is one of the essential components in nature which can be found in numerous
organic and inorganic forms. For example, nitrogen is the key element in many biological
molecules, including amino acids, nucleotides, nucleic acids, protein, and so on, and
nitrogen can transfer from one compound to another via biological processes10,11, which is
illustrated in Figure 1 below. Nitrogen-fixing bacteria in the soil absorb atmospheric
nitrogen, producing ammonium. Sequentially, the ammonium in the soil goes through
nitrification process, becoming nitrite. The nitrite can be further oxidized to nitrate with
the assistance of nitrifying bacteria. The fate of nitrate goes in two different directions: one
becomes denitrified and is released back to the atmosphere in the form of nitrogen; and the
other becomes absorbed by plants through assimilation. The atmospheric nitrogen can also
1
ffJ Nitrogen-fixing bacteria in root
nodules of legumes
~
Decomposers (aerobic and anaerobic
bacteria and fungi)
Assimilation
~ Denitrifying
~--~ bacteria
~ Nitrifying
Ammonification Nitrification ~ bacteria
@ Nitrogen-fixing soil bacteria
Ammonium (NH;) I ~ Nitrifying bacteria
be directly absorbed by the nitrogen-fixing bacteria in root nodule of legumes.
Figure 1. Nitrogen cycle, diagram was from https://microbiologynotes.org/nitrogen-cycle/
Additionally, nitrogen-containing inorganic species, including ammonia and
nitrate, are often produced as the byproducts in industry, agriculture, and aquatic
environment12,13. The presence of ammonia in the atmosphere neutralize inorganic and
organic acids emitted from industry, by forming ionic salts14–16. These ionic products, often
in the forms of ammonium nitrate, ammonium sulfate, and/or ammonium bisulfate, may
float as a small particle in the air, deposit in a large particle or with water onto the ground
and/or enter the soil17. These ionic nitrogen-containing compounds in the atmosphere are
the significant precursors to the formation of particulate matter/aerosol that affects the
2
human and animal respiratory systems and impact the quality of the air17,18. An excess
amount of ammonia, when combining with acids in the atmosphere, produces excessive
minerals into the soil. The extra amount of minerals entering the soil may promote/hinder
the growth of many species, resulting in the changes of biodiversity in the environment19,20.
As reported, inhaling an excess amount of ammonia may cause lung inflammation and
pulmonary edema. Additionally, ambient ammonia reacts with other molecules in the
automobile exhaust to produce secondary organic aerosols, harming the environment and
human health21,22.
To date, the Ammonia Monitoring Network (AMoN) is the only network which
provides the spatial and temporal concentration of ambient ammonia across the United
States23. As an example, Figure 2 illustrates the quarterly concentration of ambient
ammonia observed across the U.S. back in the year of 2012. Different regions of the United
States had different amount of ammonia in the area; and the concentration of ambient
ammonia varied through the seasons.
It was not surprising to observe higher concentration of ammonia in the central
plain of California is present from March to September whose economy heavily relies on
agriculture24. As society advances, human populations have increased dramatically and
more positions are needed and provided in industry/agriculture, which requires the
government to closely monitor the impact that the growth might bring to the environment.
Monitoring the long-term trend in ambient ammonia concentrations helps scientists better
assess the impact and facilitate the new policy making, so that the ecosystems we all live
in will be sustainable.
3
Figure 2. AMoN 2012 annual ambient ammonia report23
Ambient ammonia is often collected via the utilization of an adsorbent25,26 for
analysis. When collecting the ambient ammonia, there are two types of collector: active
collector and passive collector. For active collector, ambient air is pumped, with a flow
regulator, through an air-collection tube over a time period; inside of the tube is packed
with adsorbing beads/fibers/glass bubblers. In the earlier research, the
beads/fibers/bubblers were coated with sulfuric acid, but the use of sulfuric acid gradually
phased out due to the safety concern to lab technicians and acid corrosion to the sampler.
Nowadays, less corrosive and toxic phosphoric acid is commonly used as the adsorbing
chemical27. Either acid used was to capture the basic ammonia in the air and convert it into
soluble ammonium salt.
For passive collector, such as ALPHA sampler, Radiello sampler, Ogawa sampler,
a diffusive collector, uses the same principle to capture ambient ammonia without the use
4
J A
___ _Jf
of pump, which increases the simplicity of sample collection and lowers the overall cost of
the sample collection28,38,39 as shown in Figure 3. As a result, the diffusive collector was
used in this project.
Figure 3. ALPHA, Radiello, Ogawa Passive samplers design26
The adsorbed ammonia is then extracted with DI water and converted into the form
of ionic ammonium which makes it suitable for volumetric analysis. Analysis of
ammonium can be carried out by colorimetry29,30, ion chromatography28,31, ion selective
electrode32,33, and other methods34. Colorimetry or spectrophotometry relies on the blue-
colored products from the reaction between ammonium and phenol with the presence of
hypochlorite under basic conditions29. The overall reaction is called the Berthelot’s
reaction as can be seen in Figure 4, and it is very easy and straightforward to perform.
5
-0 0- -~► =O= -0--NaClO O-+ NH3 +HO OH O NC5FeN6Na2O
Figure 4. Overall Reaction of Berthelot’s reaction
Even with the use the catalyst, the reaction, however, takes about an hour to complete. In
addition to using Berthelot’s reaction method, microfluid paper-based device (µPAD)
which is a portable analytical device can be utilized on site testing37. This paper-based
device is an inexpensive device and does not require any expensive instrument beside a
cell phone that measure the RBG using a free app. There are increasing interests in the
application of µPAD, but it is not as popular as the classic method. This type of application
is foreseen to be widely utilized in future research.
Ion chromatography is based on the equilibrium of ammonium between the mobile
phase and charged sites on the ion-exchange column. Coupling with conductivity detector,
ion chromatography is able to separate and detect all ions in the solution35. An illustration
of how ion chromatography is able to separate ions in a solution through size and charge
can be seen in Figure 540. In this scenario, small size was eluted first followed by large
size.
6
80
NH:
70
60
. "'l L CH3NH2
30
Na'
(CH3)2NH
20
10
0 0 2 4 6 8 10 12 14 16 18 20
Mim••es
Figure 5. A general chromatogram of an experimental sample40
The ion chromatograph, however, is more expensive than the spectrophotometer and
requires special training on instrument operation. Ion selective electrode is considered to
be a very selective method for ammonium analysis, since it measures the potential
difference involving ammonium between the solution inside and outside the ion selective
electrode. Demonstration of quantitative ISE analysis can be seen in Figure 6, whereas the
open circuit potential is linearly proportional to the concentration of NH3. However, special
care of the ion selective electrode is indeed needed to obtain reliable and reproducible data.
7
20
> 0
-S ~
-20
c -40 $
0 0..
-60 ."!::: ::::l (.) ..... -80 ·13 C: ~ -100 0
-120
-140 0.1
156.4 mV/pNH 4 1
E = 56.4 lg CNH,-N - 32.4
1
Concentration of NH3-N (ppm)
10
Figure 6. An example of using calibration curve using Ion Selective Electrode41
This project was aimed to modify the Berthelot’s reaction and overcome the
reaction kinetic drawbacks to make it more suitable for ambient ammonia analysis,
particularly for in field study. Therefore, the reaction kinetics of the Berthelot’s reaction
was investigated, and the reaction conditions, such as phenol substitutes, catalyst
concentration and so on, were optimized, so that the modified Berthelot’s reaction could
be used for the rapid quantitative analysis of ambient ammonia collected by diffusion.
8
CHAPTER 2
Experimental Design
The atmospheric ammonia, collected by diffusion, is processed through the
Berthelot’s reaction and detected spectrophotometrically.
2.1 Berthelot’s reaction solution preparation
The following reagents/solvents were involved in the Berthelot’s reaction: sodium
bicarbonate/carbonate buffer, phenol, nitroprusside, active chlorine (hypochlorite), and
ammonia.
For the buffer solution, 3.04 g of NaHCO3 alongside with 1.10 g NaOH and
distilled water were dissolved in a 1000mL volumetric flask, which gave the 0.036 M
bicarbonate/carbonate buffer with a pH of 10.60.
The phenol solution was made by dissolving ~10.0 g of phenol in a 100 mL
volumetric flask and diluted to the mark by adding ethanol which gave a concentration
of 1.06 M phenol.
The nitroprusside solution was made by dissolving ~0.50 g of nitroprusside with
distilled water in 100 mL volumetric flask along with a few drops of 10% NaOH, which
gave a concentration of 0.0168 M sodium nitroprusside. The nitroprusside solution was
then shielded with an aluminum foil for storage.
The active chlorine solution was made by diluting Sigma Aldrich’s sodium
hypochlorite solution that contain active chlorine 10 -15% to 1% of active chlorine in 0.2
M NaOH.
9
Furthermore, the standard ammonia was made by dissolving 0.0017 g of
ammonium chloride with distilled water in 25.00 mL volumetric flask which gave a
concentration of 0.00127 M ammonium chloride. This was further diluted by taking out 4
mL of 0.00127 M ammonium chloride and diluted with distilled water in 10.00
mL volumetric flask which gave the concentration 0.5 mM ammonium chloride.
2.2 Spectrophotometric monitoring of the Berthelot’s reaction
A 1.000 mL of 0.5-mM ammonia standard was transferred into a 10-mL glass vial
first; then 500.0-uL of 1.06 M phenol, 500.0-uL of 0.0168M sodium nitroprusside were
added one by one. 5.00 mL of 0.0362 M bicarbonate/carbonate buffer solution and
1.00 mL of sodium hypochlorite with 1% of active chlorine were added at last. The reaction
vessel (vial) was then inverted a few times to thoroughly mix all reactants, and the solution
was left untouched till the color of the solution no longer changed.
Following the completion of the reaction, the final product mixture was then
transferred to a quartz cuvette and placed in a Cary 60 UV-vis spectrophotometer (Agilent
Technologies, Santa Clara, California), and a spectrophotometric scan (from 300 nm to
800 nm) was performed to determine the maximum absorbance wavelength of the product.
2.3 Kinetic Analysis of Berthelot’s Reaction
Once the maximum absorbance wavelength was determined, the reaction was
then monitored temporally in 30-second intervals to determine the rate of the Berthelot’s
reaction.
The concentration of each reactant was then changed to investigate the reaction
order for each reactant. The procedures included doubling the amount of phenol, halving
10
the amount of ammonia, and doubling the amount of active chlorine, respectively. For each
study, a total of six trials were completed.
2.4 Phenylphenol study
Due to the toxicity of phenol, less toxic substituted phenols were used to replace
phenol in the Berthelot’s reaction. These substituted phenols include o-phenylphenol, m-
phenylphenol, and p-phenylphenol.
The experimental conditions for all phenylphenol concentrations were initially set
as the same as phenol. Later, the phenylphenol experimental conditions were modified,
mainly lowering the concentration of phenylphenol and active chlorine, to avoid
precipitate formation. More detailed discussion is given in Chapter 4.
2.5 Diffusive collection of ambient ammonia
In order to capture ammonium from air, a Radiello diffusive air collector was used,
as suggested by the literature26. As illustrated in Figure 7, the outside of the collector was
a porous inert support through which ambient gases can diffuse. Inside the collector, there
was a matrix microporous polyethylene cartridge soaked with phosphoric acid. When
ambient ammonia diffused into the porous structure, it became retained by the phosphoric
acid.
The collector was then placed in the fields across adjacent cities of Los Angeles.
After one week, the cartridge inside the collector was taken out and placed in an enclosed
tube filled with ultrapure water. The tube was then placed into an ultrasonic bath to extract
all ammonia from the cartridge. Following the filtration of the extract, the analysis of
ammonia extract was performed using Berthelot’s method.
11
CHAPTER 3
Quantitation of Active Chlorine
Due to the unstable nature of hypochlorite, the active chlorine concentration was
determined experimentally, following the classic iodometric titration method36.
3.1 Preparation of potassium iodate solution
A small amount (practically 2.1337 g) of potassium iodate, KIO3, was weighed out
of the reagent bottle and microwave-dried for 4 min at the 30% power level to remove any
moisture from the solid; and the dried salt is then cooled down to the room temperature in
a dessicator. An exact amount of 1.754 g dried KIO3 was then dissolved in 250.0 mL of
ultrapure water in a volumetric flask, which gave a concentration of 0.03278 M for the
standard KIO3.
3.2 Standardization of sodium thiosulfate solution
About 12.5 g of reagent-grade sodium thiosulfate (Na2S2O3) were weighed and
dissolved in about 250.0 mL ultrapure water. This Na2S2O3 solution was then loaded into
an analytical buret. In the meantime, 25.00 mL 0.03278 M standard KIO3 solution prepared
was pipetted into a 250.0 mL beaker, along with 10 mL of 10% sulfuric acid and ~2 g of
potassium iodide. Under acidic condition, iodate reacts with iodide to form triiodide:
��!" + 8�" + 6�# ⟶ 3�!" + 3�$�
13
Due to the presence of triiodide, the solution has a red-orangish color (see figure 3a). The
triiodide is then subsequently titrated with Na2S2O3, which converts the colored triiodide
into colorless iodide:
"2�$�!$" + �! ⟶ �%�&$" + 3�"
With the continuous addition of sodium thiosulfate which consumed the colored
triiodide, the color of the solution became lighter and lighter (demonstrated as Figure 8a
and 8b). When the solution became straw-colored (as demonstrated in Figure 8b), a few
drops of 1% starch solution was added, which immediately turned the solution blue, due to
the presence of triiodide (as shown as Figure 8c). The end point of the titration was
achieved when the solution became colorless with the addition of sodium thiosulfate
(Figure 8d), which happened just a few more drops of sodium thiosulfate were added after
the introduction of starch indicator. The volumes of sodium thiosulfate inside the buret
were recorded at the beginning of the titration and the end of titration, respectively. The
difference between the two sodium thiosulfate volumes was considered to be the volume
needed for the stoichiometric completion of the reaction.
The titration was then repeated for three more times, and all numerical data were
recorded in Table 1. In addition, the average concentration of sodium thiosulfate was
determined to be 0.1691 M. The standard deviation of the measurement was determined to
0.0052, and corresponded to 3.0% relative standard deviation, which is acceptable for
quantitative chemical analysis.
14
Figure 8. Titration process: a. before the equivalent point; b. close to the equivalence point; c. addition of starch indicator; d. end of titration
15
Table 1. Standardization of Na2S2O3 Data Utilizing Iodometric Titration
Trial 1 2 3 4 Concentration of KIO3
(M) 0.03278
Mass of KI (g)
2.0016 2.0068 2.0030 2.0024
Initial Buret Volume (mL)
0.26 0.20 0.20 0.19
Straw color volume (mL)
29.88 29.21 28.14 28.48
Final Buret Volume (mL)
30.34 29.76 28.30 28.81
Sodium thiosulfate Volume Used (mL)
30.08 29.56 28.10 28.62
Concentration of Sodium Thiosulfate (M)
0.1635 0.1664 0.1750 0.1718
Avg. Conc. of Sodium Thiosulfate
(M)
0.1691
Standard Deviation of Conc. Sodium Thiosulfate (1)
0.0052
% Standard Deviation 3.0
16
3.3 Quantifying Active Chlorine
The active chlorine solution (commercial bleach purchased from Sigma Aldrich)
was first diluted for 10 times because iodine is not very soluble and wants iodine to stay in
an aqueous phase. Following that, 25.00 mL of diluted bleach was pipetted into a beaker,
along with 10 mL 10% sulfuric acid and ~2 g of KI. The following reaction occurred in the
beaker, turning the solution brown.
���" + 3�" + 2�# ⟶ �!" + ��" + �$�
Following the same procedure of sodium thiosulfate standardization, standardized Na2S2O3
was added to the beaker from the buret till the solution changed to straw-yellow. Addition
of a couple of drops of 1% starch solution turned the solution blue, and the solution turned
colorless at the titration end point.
The titration was repeated for three more times; however, the first trial data were
statistically discarded due to the gross error. The data collected from other three trials were
used to determine the moles of sodium thiosulfate used, the moles of hypochlorite, and the
concentration of hypochlorite. It was determined that the hypochlorite concentration in the
bleach was 0.658±0.037 mol/L.
When the student’s t-test was applied, the calculate t was given by
|�̅ − �| |0.658 − 0.700|�'()'*)(+,- = = = 1.135� 0.037
17
The calculated t value is less than the critical t value (=2.353) at 90% confidence level,
therefore, the obtained result is statistically in agreement with the given value (0.700
mol/L) on the household commercial bleach label.
Table 2. Values of Student’s t obtained from Harris Quantitative Chemical Analysis 8th
edition.
Degrees of
freedom
Confidence Level (%)
50 90 95 98 99 99.5
1 1.000 6.314 12.706 31.821 63.656 127.321
2 0.816 2.920 4.303 6.965 9.925 14.089
3 0.765 2.353 3.182 4.541 5.841 7.453
4 0.741 2.132 2.776 3.747 4.604 5.598
5 0.727 2.015 2.571 3.365 4.032 4.773
6 0.718 1.943 2.447 3.143 3.707 4.317
7 0.711 1.895 2.365 2.998 3.500 4.029
18
CHAPTER 4
Spectrophotometric Characterizing of Berthelot’s Reaction
Once all the chemicals used for the Berthelot’s reaction were introduced into the
reaction vessel (a 20-mL capped glass vial), the reaction started right away with a tint of
color appearing in the solution. The solution color inside the reaction vessel was then
monitored spectrophotometrically.
4.1 Reaction with phenol
The reaction vessel was first loaded with phenol, sodium nitroprusside, pH 10.60
bicarbonate/carbonate buffer solution, sodium hypochlorite with 1% of active chlorine, and
sodium hydroxide. When the ammonia solution was transferred into the reaction vessel,
the overall volume of all reagents was 10.00 mL. In the meantime, a very light color started
to appear in the solution. The reaction vessel was then inverted a few times to thoroughly
mix all components.
The color of the solution became darker with the reaction time increasing, from
light greenish blue to dark navy blue. The color of solution did not turn any darker visually
in about 45-60 minutes, and as shown in Figure 9, the blue color of the solution was very
dense.
19
.
Abso
rban
ce
Figure 9. Image of the Berthelot’s reaction vessel.
When the solution was scanned spectrophotometrically, two peaks (390 nm and
510 nm) and one broad shoulder from 550-675 nm were observed, respectively.
0.300
0.250
0.200
0.150
0.100
0.050
0.000 350 400 450 500 550 600 650 700 750
wavelength (nm)
Figure 10. UV/vis spectrum of the Berthelot’s reaction
20
r r + +
+ +
Abso
rban
ce
1.2
1
0.8
0.6
0.4
0.2
0 350 400 450 500 550 600 650 700 750 800
Wavelength (nm)
When a higher concentration of ammonia was used, and the following spectrum
was obtained, the peak at 635 nm was very distinguishable. This peak corresponds to the
indophenol produced in the reaction30.
Figure 11. UV/vis spectrum of indophenol
The same reaction was repeated, with only change being in solvent. Instead of using
0.2 M NaOH to dilute the solution mixture, ultrapure water was used to provide a more
acidic condition for the reactions.
21
Figure 12. Reaction vessel with ultrapure water dilution
Compared to the NaOH-dilution vessel, water-diluted mixture has a bit tint of green
on its color. A faint yet transparent green color solution was caused by an extra proton that
came from water was protonated the indophenol structure that can be seen in Chapter 6. In
term, some of the products were in reduction phase instead of oxidation phase. That meant
in the mixture solution, the reaction is being reversible. This caused the less basic condition
to have transparent green color solution. To be accurately ensure of this theory, H-NMR
should be able to confirm this theory in the future study. In addition, when the solution was
scanned photometrically, the maximum absorbance wavelength was determined to be
about the same as the original condition.
4.2 Reactions with Phenylphenol
Less toxic phenylphenol was also investigated to substitute phenol in the
Berthelot’s reaction under both conditions. When sodium hydroxide was used to dilute the
22
solution, visually, o-phenylphenol and m-phenylphenol had similar color and intensity,
whereas p-phenylphenol appeared to be more in orange color, as indicated by Figure 13.
Figure 13. Phenylphenol reaction: from left to the right, o-, m-, and p-phenylphenol
When ultrapure water was used, the very first thing noticed was that a cloudy
solution obtained for o-phenylphenol reaction vessel which was shown in Figure 14. When
the less concentrated o-phenylphenol was used, the solution became clear.
Figure 14. o-phenylphenol reaction vial (left) concentrated and (right) diluted.
23
In order to perform the comparison among all substituted phenols, the concentration
of all phenylphenol solutions was lowered to such an amount that no precipitate was
formed for o-phenylphenol. It was observed that all three solutions have their own colors:
darker green o-phenylphenol, light green m-phenylphenol, and light orange
p-phenylphenol, illustrated as Figure 15, which may indicate the difference in the kinetic
process. It was noticed that p-phenylphenol solution did not change its color much over the
time, indicating that the p-phenylphenol reaction under the strongly basic condition is not
favored or is a slow process, whereas other two phenylphenol vessels became darker. In
the future, the product of p-phenylphenol should be analyzed using NMR or UV-Vis to see
if there is a new product being form because the products of this reaction may also have
different colors which cannot differentiate with a naked eye.
Figure 15. Phenylphenol reaction under less basic conditions: from left to right, o-, m-, and p-phenylphenol
All three solutions that were in basic conditions were then scanned
spectrophotometrically, and the spectra are shown as below: Figure 16, o-phenylphenol;
Figure 17, m-phenylphenol, and Figure 18, p-phenylphenol.
24
~
• t-
t-t-
t-+
+
•
+
. t
+
+
+
. t
+
+
Abso
rban
ce
1
0.9
0.8
0.7
0.6
0.5
0.4
0.3
0.2
0.1
0 300 350 400 450 500 550 600 650 700 750 800
Wavenumber (nm)
+
~
+
t-t-
t-+
t-
+
+
t +
+
t +
+
Abso
rban
ce
1
0.9
0.8
0.7
0.6
0.5
0.4
0.3
0.2
0.1
0 300 350 400 450 500 550 600 650 700 750 800
Wavenumber (nm)
Figure 16. o-phenylphenol reaction overall spectrum
Figure 17. m-phenylphenol reaction overall spectrum
25
/ r\.
\/ \ \ \ '\.
.......... ---
1
0.9
0.8
0.7 nc
e 0.6
orba 0.5
Abs
0.4
0.3
0.2
0.1
0 300 400 500 600 700 800
Wavenumber (nm)
Chemical Name Maximum absorbance wavelength Absorbance
o-phenylphenol 690 nm 0.095
m-phenylphenol 690 nm 0.155
p-phenylphenol 685 nm 0.038
Figure 18. p-phenylphenol reaction of overall spectrum
Although visual difference was observed for three phenylphenols, the maximum
absorbance wavelengths are very similar to each other, demonstrated as Table 3. The color
difference lies in the intensity of the color, meaning the product of m-phenylphenol has the
highest concentration than others. In other words, the reaction with m-phenylphenol is
more favorable than other two phenylphenols.
Table 3: The maximum absorbance wavelength for phenylphenol reaction mixture
26
4.3 Experimental Condition
The condition of this experiment was the same condition as from Radiello diffusion
air sampling application of ammonia except of utilizing 0.4 mL of phenol and 0.4 mL of
nitroprusside; this study used 0.5 mL of phenol and 0.5 mL of nitroprusside. Once all of
the reagents were mixed, the solution turned to indophenol blue within an hour. Sodium
hypochlorite that was purchased fresh claimed 10% of active chlorine in it, the sodium
hypochlorite was therefore diluted down to 1% of active chlorine nominally. The formation
of indophenol blue was complete within 10 – 15 minutes which is much shorter than the
traditional condition. Further investigation of this part was discussed in Chapter 6.1
27
Tim
e in
crea
ses
Abos
rban
ce
525 575 625 675 725 775
Wavelength (nm)
CHAPTER 5 Reaction Kinetics
It was noticed that the reaction vessel became much darker with the reaction time
increasing, which prompted the investigation of the reaction kinetics.
5.1 Reaction rates
Once all chemical reagents were introduced in the reaction vessel and thoroughly
mixed, a small portion of the solution, ~1.5 mL, was transferred into a cuvette; and the
cuvette was then placed in the UV-vis spectrophotometer. The full scan of absorbance of
the solution was recorded with an interval of 30 second until the 10 minutes mark. Fig 19.
shows example spectra of such a process.
Figure 19. Representative spectra through continuous absorbance measurement of Berthelot’s reaction, where absorbance was taken every 30 seconds for ten minutes.
28
0.7
0.6
0.5
0.4
0.3
0.2
0.1
Abso
rban
ce
0 0 100 200 300 400 500 600
Time (sec)
Measurements of this solution were repeated five more times, and the average
absorbance value with standard deviation at each measurement time was plotted against
the duration of the reaction. As indicated by Figure 20, the absorbance (measured at 635
nm) of the solution increases with the time, but with different paces in different regions.
At the beginning, it slowly increases, which is the result of reaction initiation. Once in the
middle region on the graph, the absorbance rapidly increased, which indicates a faster
reaction rate. A slightly greater standard deviation is also observed in the middle region,
which shows the rapid changes involved in the reaction. The reaction then slows down
toward the end of the reaction, meaning it is reaching the chemical equilibrium.
Figure 20. Kinetic curve of the Berthelot’s reaction where scans were taken every 30 secs at a room temperature.
When the first derivative function was applied to the above averaged data, which
plots the dABS/dTime versus time, a better understanding of the reaction process can be
29
achieved (Figure 20). The Lambert-Beer’s law correlates the absorbance with the amount
of analyte in the solution. Therefore, dABS/dTime can be rewritten as:
���� �(���) �����
= ��
In this equation, e is the molar absorptivity of the analyte, b is the light path length, and c
is the concentration of the product. Both of e and b are constant for the measurement.
Therefore,
�(���) �� �� = �� ��
As known, the reaction rate is defined as d[product]/dt. The dABS/dTime is,
therefore, linearly proportional to the d[product]/dTime. The value of dABS/dTime can be
considered to be linearly proportional to the reaction rates.
���� �� �� = �� (�������� ����)�����
= ��
As reflected by Figure 21, even though the time interval was the same, the changes
in concentration increased with more products formed and the reaction rate has reached its
maximum at 345 s. When the reaction reaches its equilibrium, the concentration of both
reactants and products stayed unchanged. This result in the dABS/dTime value to be zero.
Figure 21 illustrates that, at the beginning the reaction was moving toward the equilibrium;
30
►
.I ►
I t
► I ►
►
► I
►
►
►
~
►
►
►
►
►
►
+
+ ►
+ ~
► ►
►
+
+
+
~
0.0016
0.0002
0.0004
0.0006
0.0008
0.001
0.0012
0.0014
dABS
/dTi
me
0 0 100 200 300 400 500 600 700
Time (sec)
but overall it has not reached the equilibrium yet, due to the downward trend and none-
zero value in dABS/dTime.
Figure 21. First derivative of the Berthelot’s reaction kinetic curve by taking a difference of ABS and time.
Reaction rate can be also written as:
���� = �[�]([�].[�]/,
where [A], [B], and [M] are the reactant concentrations, and a, b, m are the reaction orders
for each corresponding reactant. When determining the reaction order for each reactant, all
experimental conditions except one reactant concentration are kept the same. Using the
variation in A as an example,
����0 = �[�](0[�].[�]/,
and ����$ = �[�]($[�].[�]/.
31
The ratio of the two reaction rates can be used to determine the reaction order.
(����0 �[�](0[�].[�]/
= P[�]0= Q����$ �[�]($[�].[�]/ [�]$
The reaction order of a is given by:
log (����0����$� = ��� P[�]0Q
)
[�]$
5.2 Reaction order of phenol
Initially, 125 mM phenol was used in the Berthelot reaction, as reflected by Figure
20. Once the phenol concentration was doubled to 250 mM, as seen in Figure 22, the
kinetic curve of doubling the volume of phenol was similar to one in Figure 20. However,
the doubling of the phenol amount has made the product generated more quickly than the
previous Berthelot reaction. For example, the absorbance of 0.400 was reached at 420 s for
125 mM phenol, and the absorbance of 0.400 was reached at 330 s with 250 mM phenol
presence. Also reflected by the Figure 22, the lower the standard deviation was obtained
for the higher concentration of phenol, implying that all six trials went through similar
reaction paths and reproducible results were obtained.
Similarly, the first derivative curve was also plotted (Figure 23). Compared to
Figure 10, Figure 23 indicates a drastic inclination at the beginning of values of the
dABS/dTime. The maximum value of dABS/dTime was found to be at 225 secs. After the
225 secs mark, the rate gradually declined over time.
Upon comparison between the reaction rates for two different concentration of
phenol, the reaction order for phenol was determined to be around 1.
32
0.5
0.7
0.6
0.4
0.3
0.2
0.1
0 0 100 200 300 400 500
Time(sec)
Abso
rban
ce
600
+
+
+ +
+
... _,_
+- -,.
+
0.0016
0.0014
0.0012
0.0004
0.0006
0.0008
0.001
dABS
/dTi
me
0.0002
0 0 100 200 300 400
Time (sec) 500 600 700
Figure 22. Kinetic curve of the Berthelot reaction with double the concentrated phenol.
Figure 23. First derivative curve of the Berthelot’s reaction with of the double the concentrated phenol.
33
+ t
( f I
f f
. I I f
f I I [ • f f f
! I t
'
t
t
'
I
I
► 0.6
0
0.1
0.2
0.3
0.4
0.5
Abso
rban
ce
0 100 200 300 400 500 600
Time (sec)
5.3 Reaction order of hypochlorite
The reaction order of hypochlorite was investigated in a similar way, and the
volume of hypochlorite added was doubled while other reagents stayed unchanged. Figure
24 indicates smaller the standard deviations were observed in the measurement of reaction
with a higher concentration, compared to the lower concentration ones.
Figure 24. Kinetic curve of double the concentrated hypochlorite in the Berthelot reaction.
The first derivative plot of hypochlorite was also explored. As seen in Figure 25,
from 15 secs to 225 secs, there is semi-perfect linear trend. However, the reaction did not
hit the plateau until 285 secs. After 285 secs, reaction rate gradually declines.
Upon comparison between the reaction rates for two different concentration of
hypochlorite, the reaction order for hypochlorite was determined to be around 1.
34
► &+ & & &
~ + & ~ &
► + ► & &
~ + &
&
-,.
0.00020
0.00040
0.00060
0.00080
0.00100
0.00120
0.00140
0.00160
dABS
/dTi
me
0.00180
0.00000 0 100 200 300 400 500 600
Time (sec)
Figure 25. First derivative of kinetic curve of double the amount of hypochlorite in the Berthelot’s reaction.
5.4 Reaction order of ammonia
The final step to construct an overall rate of the reaction for Berthelot’s reaction
was to investigate the reaction order for ammonia. For this part, half the amount of original
volume of ammonia was added to Berthelot’s solution to obtain the kinetic curve, as can
be seen in Figure 26. This curve shows that ammonia’s kinetic curve has the maximum
absorbance about half of the original one, due to the half the amount of original ammonia
was added to Berthelot’s reaction.
Upon comparison between the reaction rates for two different concentration of
ammonia, the reaction order for ammonia was determined to be around 1.
35
+ +
: I I I I I I I I t t t I I ·
a a a a i I ! ,
+
+
Abso
rban
ce
0.400
0.350
0.300
0.250
0.200
0.150
0.100
0.050
0.000 0 100 200 300 400 500
Time (sec) 600
Figure 26. Kinetic Curve of the half the amount of Ammonia in Berthelot’s reaction.
5.5 Overall reaction order of Berthelot’s reaction
After calculating each of the reactant order, the overall reaction order of
Berthelot’s reaction can be determined. This is done by adding all of the reactant order
which came out to be third order. The third order meant that the rate of reaction is
proportional to the concentration of each of the three reactants or that all three reactants
have uneven concentrations.
5.6 Kinetics under more basic conditions
The kinetics for all reactions under more basic conditions was also investigated.
Represented in Figure 27 is the continuous monitoring of m-phenylphenol reaction with
NaOH dilution. At the beginning of the measurement, a relatively high absorbance of
~0.400 was observed already; the absorbance was then gradually increasing. A turning
36
T
49 ~
1 ! ! ! ! ! 48 ~
I I I I I ~
I u 47 I C:
I .. I .D :, ! ~ -0,& ! .D
< ! -OS ! I -OA f f
-100 0 100 200 300 400 500 600
Time (sec)
point was observed at 180 s into the reaction. All six trials showed the similar trend, as
revealed in Figure 22. In addition, other phenols had a similar trend. More experiments
should be carried out in the future to investigate all factors involved.
Figure 27. Kinetic curve of m-phenylphenol reaction with NaOH dilution in Berthlot’s reaction.
37
� � � �
p A
Q
y t
t t
0 0
Q
CHAPTER 6
Reaction Mechanism
Reaction mechanism6.1 I
Although different reaction mechanisms have been brought up by many scientists,
the following reaction path has been more commonly accepted than others. During the
Berthelot’s reaction, ammonia will combine with hypochlorite first to produce a
monochloramine. The monochloramine will then combine with one phenol molecule,
forming benzoquinone monochloramine intermediate. This reaction intermediate will then
react with the second phenol molecule, forming blue-colored indophenol, and this reaction
is typically catalyzed by nitroprusside. The reaction process can be written as:
NH3 + NH2ClOCl -
NH2 Cl
NH2 Cl + OH
O NCl
O NCl + OH
O -
O
N
Figure 28. Mechanism of Berthelot’s reaction utilizing phenol
As noticed in the experiments, nitroprusside played a very important role in
indophenol production. It is said that the purpose of nitroprusside is to form aqua
pentacyanoferrate first, which serves as the coupling reagent to accelerate the reaction.
ª º ª º Na Fe CN NO R N a Fe CN H O 2 3 2 ¬ 5 ¼ ¬ 5 ¼
38
Instead of identifying it as a catalyst, it is more appropriate to consider nitroprusside as a
reaction reagent. The peak at 399 nm grew with the time increasing, which was reported to
be due to the presence of sodium aquopentacyanoferrate. An increase in the concentration
of nitroprusside greatly fastened the overall reaction rate, shortening the reaction time.
Compared to literature values, the concentration of nitroprusside that was chosen in this
project shortened the reaction time from over 45 minutes down to 10-15 minutes.
Maintaining a constant pH is also important for this reaction. The significance of
the reaction pH might be due to the pH-independent equilibria involved in this reaction.
For instance, pH will affect the hydrolysis of NH3, the hydrolysis of ClO-, and acid
dissociation of C6H5OH. Therefore, an optimal pH condition must be used for the reaction.
In this experiment, two different pHs, weakly basic and strongly basic, were tested. A
higher concentration of indophenol was obtained for the lower pH condition, while strongly
basic condition precipitated some reagents and does not favor the product formation. pH
could be a sensitive tool to be investigated for the future for reaction optimization.
6.2 Reaction mechanism II
Literature suggested that substituted phenols produced essentially the same end-
product as phenol, but with very variable rates of formation of indophenol blue. 2-
methylphenol and 2-chlorophenol have been proved to be satisfactory reagents with less
toxicity than phenol. For phenylphenols, only o-phenylphenol has been used as the
substitute of phenol in the Berthelot’s reaction. No reaction mechanism has been provided
in the literature, although a few groups have been using o-phenylphenol in aqueous
ammonia analysis.
39
-0 0- ► =0=-0-
0--0 0-0 ► ~0--0
b-o 0--0-
b-o-~► 0--0
o-q--0--0 -0--0 ►
1.
NaClO O-+ NH3 +HO OH O NC5FeN6Na2O
2.
O
O-OHOH
NaClO C5FeN6Na2O+ NH3 +
N
O-3.
OH OH N
NaClO+ NH3 + C5FeN6Na2O
O
O-4.
NNaClO C5FeN6Na2O
HO + NH3 + HO
O
Base on the reaction mechanism reported so far for substituted phenols, the
following product was proposed, as shown in Figure 29. Indeed, the different reaction
rates were observed for different phenylphenols. However, the similarity in the maximum
absorbance wavelength indicates the similarity in the final product. More investigations,
such as NMR testing, are needed to elucidate the reaction mechanism.
Figure 29. Proposed reaction products of o-,m-,p- phenylphenols.
40
•...
+
+
+
+
+
··•·· ..... •··
0.9
0.8
0.7
0.6
0.5
0.4
0.3
0.2
0.1
0
Concentration (ppm)
Abso
rban
ce
y = 0.0818x + 0.0246 R² = 1
0 2 4 6 8 10 12
CHAPTER 7
Quantitation of Ambient Ammonia
7.1 Calibration curves
As known for UV-vis spectrophotometry, the absorbance of a solution is directly
proportional to the analyte concentration. The linear relationship is expressed as the
Lambert-Beer’s Law,
A = ebc,
where e is the molar absorptivity of the analyte, b is the light path length, and c is the
concentration of the absorbing species.
In the Berthelot’s reaction investigated, ammonia was the limiting reagent.
Therefore, a standard calibration curve was constructed by plotting the measured
absorbance versus the concentration of ammonium (Figure 30-33). The R2 values of ~0.99
indicates an almost perfect linearity between the measured absorbance and the ammonium
concentration.
Figure 30. Ammonia calibration curve based on phenol reaction
41
0.9
0 2 4 6 8 10 12
Concentration (ppm)
y = 0.0836x - 0.0275 R² = 0.9977
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
Abso
rban
ce
.... •·· r +
+
+
+-
... ··· ..... •••••• +-
_,_
_,_
0.7
0 0 2 4 6 8 10 12
Concentration (ppm)
y = 0.0575x + 0.0753 R² = 0.9867
0.1
0.2
0.3
0.4
0.5
0.6
Abso
rban
ce
Figure 31. Ammonia calibration curve based on o-phenylphenol reaction
Figure 32. Ammonia calibration curve based on m-phenylphenol reaction
42
•... •
+ + + +
+ + + ••• •••
: .... •·········: ................... ~················ : ••• •· +- +
... •···· +- +- +-
•• .... .. ... •····
+
+-
+-
+-
y = 0.01x + 0.0161 R² = 0.9971
0.02
0.04
0.06
0.08
0.1
0.12
Abso
rban
ce
0.14
0 0 2 4 6 8 10 12
Concentration (ppm)
Figure 33. Ammonia calibration curve based on p-phenylphenol reaction
Among the substituted phenols, p-phenylphenol has the lowest sensitivity, while
m- and o-phenylphenol has the relatively high sensitivity. In the meantime, the relatively
high background value was observed for o-phenylphenol. Taking all factors into
consideration, m-phenylphenol is more suitable for the ammonia analysis with relatively
low concentrations.
7.2 Analysis of ammonia in extracts
All samples collected at different sites were extracted with DI water first according
to the method mentioned in Chapter 2, and then processed with the Berthelot’s reaction.
The absorbance of the solution was measured next, and the concentration of ammonium in
the extract was calculated by applying the best linear fit equation obtained in Figures 30-
33. The results were within the range of the values reported by another student, indicating
43
the different ammonia concentrations were observed at different locations, which is the
result of different primary sources of ambient ammonia.
Table 4. Determination of ambient ammonia to compare with another student value
Sample Number Concentration of Ammonium in Extract (ppm)
1 0.386
2 0.752
3 2.621
4 1.026
5 0.771
6 0.923
7 4.462
8 1.708
9 1.854
10 1.237
11 4.115
Afterward, quantification of ambient ammonia samples was compared using different
types of phenylphenols. As can be seen in Table 5, all of the results were within the range
of phenol except for o-phenylphenol. This might be because of not waiting enough time
for reaction to be completed or o-phenylphenol are more sensitive than other
phenylphenols. This can be further investigated in the future.
44
Table 5. Comparison of ambient ammonia quantification by using Phenol and Phenylphenols.
Regents Concentration of Ammonium (ppm)
Phenol 0.57
o-phenylphenol Undetermined
m-phenylphenol 0.72
p-phenylphenol 1.11
45
CONCLUSION
Ammonia is the most abundant basic gas that can be found in anywhere around the
world, by utilizing Berthelot’s reaction, and scientists rely on the ammonia data and address
ammonia problems within certain regions. This in terms can result in less pollution around
the world and cleaner environment. However, using Berthelot’s reaction have some major
setbacks, such as having phenol as a toxic reagent and the reaction takes long to complete.
Nevertheless, recent studies have shown that o-phenylphenol was able to replace the phenol
as a less toxic reagent. For this project, the Berthelot’s reaction was modified and studied
in the areas of the reaction rates and substitution of phenol with o-, m-, and p-
phenylphenols. During the studies, the Berthelot’s reaction time was able to reduce to 10
minutes by using a higher active chlorine concentration. With the shortened Berthelot’s
reaction time, this can be potentially used in on site studies in the future by utilizing
microfluid paper-based device along with colorimetry.
46
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