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I need the explanation if it is possible then what will be the reasons.
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The material is a hydrogel.
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I made Zr-based MOF. One is normal, one is just functionalized with -NH2. After analysis, the Isotherm of the normal one is LANGMUIR, the one finctionalized with -NH2 is following FREUNDLICH.
Is it acceptable?
I am having a hard time searching for papers to back up my claim.
Please help, fellow researchers.
Thank you!
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Thank you very much, Sir Rafael Vargas-Bernal . My adsorption is not about gas but on aqueous solution. Still, thanks sir for your insights.
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I have got such results in an experiment. If it is not possible then what will be the reasons.
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Tania Akther don't bother to let the results affect you. however, this tells you about the inconsistency in data points used for the plotting of your data, as it may come from poor reproducibility and repeatability studies of the baseline data for the effects of concentration. You may need to go back and also see if you used non-linear extrapolations that gave you these judgments, then you can feel free to accept the variation in the results. However, to add to it it is inconsistently unacceptable to use R-squared to decide the adsorption process of the mechanism. Have a great day
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Langmuir: y=3.9678x-0.056, R2=0.9993
Freundlich: y=0.0924x-0.6302. R2=0.9732
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I guess there is a mistake; the Freundlich exponent cannot be negative. As correctly noted by Bairam Lohan, this means when concentration of a sorbing species increases, its sorbed concentration decreases. Generally speaking, it is thermodynamically forbidden (if any other variables are maintained constant). Perhaps, there is a confuse: if sorption data were plotted in log log scale, to linearized the Freundlich model, the intercept (log Kf) may become negative
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I am unable to fit any adsorption isotherm model to my data. I used an initial concentration range between 100-1000 mg/L. The experimental results completely remove up to concentrations of 800 mg/L, which means that the adsorption capacity is equal to or very close to the initial concentration at all points.
I have already tried fitting the experimental data to the classical isotherm models (Freundlich, Langmuir, Temkin, Sips, etc.). However, when I manage to converge the mathematical modeling using the nonlinear equations of the models, the determination coefficients (R²) show negative values, the error functions have very large values, as does the standard deviation of the desired parameters (maximum adsorption capacity and equilibrium constants). What should I do?
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What about the removal percentage? Is it going down continuously?
If so, keep increasing the concentration and see what is going on.
What is the specific surface area of your adsorbent?
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Can a material with a lower percentage removal have the maximum adsorption capacity (qm) when comparing two materials using Langmuir isotherm? If so, what are the causes of the highest adsorption capacity?
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@Belbasee AnkiL, what is the full meaning of bbb?
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I have performed the adsorption studies and applied Langmuir model to the data. I obtained KL value from it. In literature it is given higher the KL value stronger the interaction between adsorbent and adsorbate. But there isn't any specific value of KL given.
In literature FTIR and XRD are also performed to predict the adsorption mechanism. I have done that as well and there is shift and change in the peak intensities.
Which one is better to predict the adsorption mechanism? Either from KL value or FTIR/XRD?
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From the D-R model, u can consider physical adsorption or chemisorption; when E<8 kj/mol is physisorption, 8 kj/mol<E<16 kj/mol is chemisorption. and also you can find these references will help you
1-Influence of Synthesis and Functionalization Procedures of Fe3O4 NPs by Mono- and Diamino Silane Coupling Agents on the Adsorption Efficiency of Anionic Dyes
2-Cutting-edge in the green synthesis of MIL-101 (Cr) MOF based on organic and inorganic waste recycling with extraordinary removal for anionic dye
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I conducted an adsorption experiment of arsenic on soil in the presence of different doses of silicon as competing ions to see the effect of silicon on arsenic adsorption and desorption. I took 5 concentrations of silicon, namely 0, 1, 10, 100 and 1000 ppm. Although adsorption behaviour was correct and in line with what I expected to be in the presence of 0 to 100 ppm of silicon, I was shocked to see that in the presence of VERY high concentration of silicon i.e. 1000 ppm, the adsorption isotherms are showing opposite trends, the Langmuir bonding energy coefficient (Kl) shows the impossible negative value and the Freundlich exponential coefficient too showing values (more than 1). Why is this happening in the presence of a very high concentration of silicon as competing ion?
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Hello, very interesting question. What does "the Langmuir bonding energy coefficient (Kl) shows the impossible negative value" mean? Foremost, I would check how this "negative" coefficient was obtained. I hope it was not done by the data linearization (and a respective Langmuir model linearization) but through the direct non-linear data fit. It appears that with the rise of As (which one?) sorption isotherms go up (like in BET? as mentioned above by Jürgen Weippert?). It is not necessarily multilayer adsorption; such BET-like isotherms or the Freundlich models with exponent exceeding 1 may reflect lateral interactions in 'a monolayer" which enhance sorption with rise of As concentration or cooperative changes in a sorbent matrix (like in protein molecules where several molecules or ions interact stronger than each one taken separately). Both mechanisms lead to the Freundlich exponent exceeding 1. However, I understood that the major issue is why it happened at in particular high concentration of the competing anion (silicate?). There might be very many mechanisms difficult to address without knowing details but foremost it is important to know what was pH at high concentrations of "a competitor'? was it constant compared to other systems? pH may affect As speciation, soil organic matter dissolution, concentration of dissolved organic matter in solution phase, ionization of surface groups and precipitation of some components (capable of involving other components due to entrapment). I hope pH was always controlled and the same in the experiments which could help in the identification of mechanisms
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The adsorbate is Arsenic and the adsorbent is a soil
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If the adsorption of arsenic on soil is primarily physical, an increase in temperature might reduce the bonding energy (Kl decreases) but could increase the adsorption intensity (1/n increases) due to increased mobility and diffusion.
If the adsorption is primarily chemical and endothermic, an increase in temperature might increase the bonding energy (Kl increases), while the adsorption intensity (1/n) could decrease if higher temperatures disrupt the surface heterogeneity or affect the adsorption sites differently.
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My project is about the absorption of a colored pollutant (Rhodamine B) with a concentration of about 5ppm from an aqueous solution with the help of a polymer adsorbent.
In this regard, I encountered a problem in calculating absorption isotherms:
In the Langmuir model, the value of the intercept in its linear equation becomes negative, and as a result, the Langmuir constant becomes negative.
In the Freundlich model, the slope value in its linear equation is negative, which causes the "n" value in the Freundlich equation to become negative.
Langmuir equation: y = 0.0927x - 0.0102 with R² = 0.9989
Freundlich equation: y = -0.1716x + 2.4921 with R² = 0.9877
I would be grateful if you could guide me
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The very high concentration of another ion that can compete with the adsorbate in the adsorption process can cause this problem. I am also trying to decipher the reason.
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I am conducting adsorption experiments in a liquid medium, and one of my samples showed a decrease in Qe​ values with an increase in Ce​. Has anyone encountered this behavior before? What does it mean? I also couldn't fit the non-linear isotherm models, but using the linear models, it fit better with the Langmuir model, with an R2 of 0.989. Is it reliable to use the non-linear model in this case?
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Thank you,
Dr. S. Kalidhasan
and Aida Fekaouni , for your responses. My experiments were conducted with a fixed adsorbate concentration of 1000 ppm, varying the adsorbent mass. I conducted trials with additional dopings in the material under the same concentrations and obtained consistent results, except for this particular sample (67) that I cannot explain. The adsorbent used is calcium phosphate, and the adsorbate is anionic organic dye.
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What is the significance of the -ve 'b' value or -ve intercept for the linear Langmuir isotherm plot??
I recently plotted some of my experimental data in a Langmuir linear isotherm plot. I have got R2 = 0.9994 & ARE% = 1.25, i.e., the data are fitting very well, but the intercept or 'b' value is coming in at -ve. Is there any physical significance to that value, or is it somehow wrong? Please help me if you have any proper idea of that Langmuir isotherm with the -ve 'b' value. I thank you in advance for your kind support and help.
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Mehmet Can Dal, Sorry, sir, to screw you a little. I got my answers based on your clue, which I was searching for. I have already followed you. Thank you very much for your help and support.
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I understand that it is possible to estimate the capacity of a certain soil using the freundlich and Langmuir models. I am sure that running this models is quite an acquarate approach to determine P fixation.
I decided to ask this question, because I feel that for farmers it is a very complex approach. Therefore I was wondering if there is a different process to follow that would be more in-practice oriented situations?
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You're correct that using models like the Freundlich and Langmuir equations to estimate soil capacity for phosphorus (P) fixation can be accurate but may be complex for farmers to implement directly. Fortunately, there are more practical and farmer-friendly approaches available:
1. Soil Testing: Regular soil testing is a simple and effective way for farmers to assess soil fertility, including nutrient availability and fixation potential. Soil testing laboratories can provide farmers with comprehensive reports that include recommendations for nutrient management based on the specific characteristics of their soils.
2. On-Farm Trials: Conducting on-farm trials allows farmers to observe the performance of different management practices, including fertilization strategies, on their own fields. By comparing the results of different treatments, farmers can gain practical insights into how their soils respond to different inputs and make informed decisions about nutrient management.
3. Soil Amendments: Applying soil amendments such as lime or gypsum can help reduce phosphorus fixation in soils with high levels of aluminum or iron oxides. These amendments can help improve soil pH and cation exchange capacity, making phosphorus more available to plants.
4. Precision Agriculture Technologies: Advancements in precision agriculture technologies, such as remote sensing, soil mapping, and variable rate application, enable farmers to manage their fields more efficiently and effectively. By accurately targeting inputs based on site-specific soil and crop conditions, farmers can optimize nutrient use and minimize the risk of phosphorus fixation.
5. Integrated Nutrient Management: Adopting an integrated approach to nutrient management that combines organic and inorganic sources of nutrients can help reduce phosphorus fixation and improve soil fertility over the long term. Practices such as crop rotation, cover cropping, and organic matter addition can enhance soil health and nutrient cycling, reducing the need for synthetic fertilizers.
By combining these practical approaches with scientific knowledge and expertise, farmers can effectively manage phosphorus fixation and optimize nutrient use in their agricultural systems. Agricultural extension services and agronomic advisors can also play a valuable role in supporting farmers in implementing best management practices tailored to their specific circumstances.
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The isotherms needs qe from different ce, in that case for both pseudo 1st and pseudo 2nd order there should be separate Langmuir and Freundlich isotherms. If in case of isotherm the research papers are using some experimental qe and ce then what is the need of the kinetics and isotherm plot?
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In kinetics modeling (such as PFO or PSO), the theoretical values of Qe (theo.) and ki are determined through nonlinear regression analysis and then compared with experimental data. Typically, it's standard procedure to first measure equilibrium time before delving into concentration dependence or isotherm studies. However, some authors have mistakenly considered experimental values as Qe (theo.), which is incorrect. For further insights, you can refer to the following articles:
  1. http://dx.doi.org/10.1016/j.minpro.2015.04.014
  2. https://doi.org/10.1016/j.watres.2005.10.040
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what could be the reasons I am getting negative intercept negative qmax (maximum adsorption capacity) and negative KL (Langmuir constant) values? many of the researchers said that it can be possible when the Langmuir model is not applicable. but I am not getting any reference.
if anyone has reported a negative qmax value in any article please provide references.
Thanks in advance
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Elias Mosaffa thank you so much sir
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RL = 1/(1+ KL*Ci)
it is calculated using this formula, which Ci to taken exactly?? also I have seen many researchers mention it as equilibrium concentration. so is it equilibrium concentration or initial concentration.? We have multiple sets of readings which Ci should be taken.
Please help.
Kindly provide references too.
I appreciate any help you can provide.
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Just because something is published, it does not mean it is correct. There is a lot of nonsense out there.
This paper refers a "linear langmuir adsorption isotherm" - which does not exist. You can compute a linearized form of an adsorption isotherm - which is also unnecessary, as you can compute the parameter by non-linear regression.
If you want to calculate the separation factor, you can use IAST where you can define the selectivity as S=(Yi/Xi)/(Yj(Xj) for each cTotal or you go with the linear region of the isotherm. The linear region is called "Henry regime". If you want to define a separation factor in the Henry regime, you just need to calculate the quotient of the Henry constants. There RL definition is useless.
If you use C0 for a caluclation, you also must use the amount of adsorbent. Otherwise the results would not be comparable.
Adsorption isotherms are per definition an equilibrium isotherms.
If you have fundamental questions about adsorption I recommend a text book (preferably by a serious publisher), not a paper from a non scopus/webofscicnece indexed journal.
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Dear all, my adsorption experiment fits for Freundlich but not for Langmuir model?. Is the value of Qmax in the langmuir model still valid. Same question for the value of KL in the langmuir model, is it valid for the thermodynamic calculation? Thanks!
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I would also say that the lack of adequate fitting is a sufficient reason to omit the Langmuir model: neither maximal capacity nor sorption affinity make sense, and further only contradictions will be expected, such as temperature dependence of the maximal capacity and inability to account for competitive effects. Indeed, there are plenty of other models to be used. Nevertheless, if the Freundlich model stands against the statistical check, i.e., it fits the experimental data, the RMSD is at the level of the data scatter, and there are no obvious trends in the distribution of residuals (i.e., deviations of experimental values from the theoretical ones), I would definitely consider it useful. If the physical system allows considering a multiplicity of sorption sites acting independently, and each site may be assumed to follow the Langmuir model, then, the Freundlich mode with an exponent less than 1l has a precise interpretation, i.e., an exponential distribution of sorption sites by energy. In order to perform the thermodynamic analysis, it may also be used by using a (concentration-dependent distribution coefficient) which will define the free energy of a transfer from a reference state to a sorbed state. If the exponent is greater than one, than, we deal with cooperative interactions where BET will be a part of the story....
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RL indicates the shape of the isotherms to be either unfavourable (RL > 1), linear (RL = 1), favourable (0 < RL <1) or irreversible (RL = 0).
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The values of the correlation coefficient of biosorbent estimated for langmuir and freundlich isotherm were both high 0.99908 and 0.99994 accordingly. But 1/n value were not between 0 to 1 for freundlich model. But langmuir constant RL value (0.89) showed favorability. So which isotherm would fit better?
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Of cource it could be better to fit with langmuir mathematical model regarding this particular case.
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What is the rationale for an adsorbent to adhere to both the Langmuir and Freundlich isotherms in the elimination of methylene blue dye, while remaining unaffected by changes in temperature?
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The adsorbent is just proficient in the adsorption of methylene blue hence the data achieve adhere to both isotherm
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Hi everyone,
I am currently working on batch experiment to quantify metal adsorption onto different materials. Because the variation of pH after addition of the material is significant and that we don't want to adjust the pH after addition (I am afraid it might impact the surfaces of the material), I wanted to know if a buffer solution can be used to limit the impact of the pH variation.
Also, I noticed there are two ways of doing batch sorption experiments: Lot of researchers varied the initial concentration keeping a fix Liquid to solid ratio to calculate the qe but others varied the liquid mass and the solid mass and maintained the Cini. What do you think are the best approach and what are the pros and cons of each?
Thanks in advance for you help!
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Hello, Vincent,
1. Yes, you can use a buffer, but one should consider the potential interferences of buffer ions. For example, buffer anions could form complexes with metal cations of interest both in solution and in an adsorbed phase thus affecting the metal adsorption affinity. On the other hand, if the intention is to maintain a constant pH, how may a pH adjustment per se affect a surface? I might think that the adjustment changes the composition of a background ionic composition, and to avoid that, a background electrolyte is useful.
2. Regarding varying solution concentration vs solid to solution ratio, I vote for the first one, and always avoid varying sorbent to solution ratio. There are several reasons for that: 1) a so-called dosage effect when changes in sorbent to solution ratio affect an equilibrium adsorption isotherm determined at a given dosage for different solute concentrations. If this effect is present, by any reason, then, varying sorbent to solution ratio for a given initial solute concentration produces the solution/sorbed concentration pairs belonging to apparently different isotherms; 2) in some cases, specifically, in the work with environmental and geological materials (e.g., soils, sediments, coal, rocks), sorbents may release soluble material capable of complexing with solutes in solutions (e.g., metals). The concentration of released soluble material will vary when a sorbent to solution ratio varies; 3) a kinetic of attainment of equilibrium may change depending on a sorbent to solution ratio, which needs to be reexamined for each such a ratio; 4) in some cases, varying solute concentrations for a given sorbent to solution ratio allows reaching a broader range of equilibrium solution concentrations that when maintaining a given initial dissolved concentration and varying a sorbent to solution ratio.
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Hi
A set of adsorption data yields a S shape that fits a cubic formula exactly. While numerous adsorption isotherms exist for this sort of adsorption, they all agree on fitting the data to a model that diverges as y grows; in other words, that function lacks a horizontal asymptote where qm can be found. In the case of Langmuir model for example, the function donvege as Ce increases and a horizontal asymptote resemble qm.
So the question is, how can we calculate qm from such S shape adsorption isotherms? What, more significantly, what is the PHYSICAL MEANING of an adsorption in which qe grows as Ce increases? How could we explain this in terms of adsorption-desorption behaviors
Please support your answer with good references
Dr. Ismail Badran
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Not easy to reply without further details on the data.
To start: here are two helpful references on adsorption:
Inglezakis et al., 2018. Microp. & Mesop. Mat. 272, 166-176 (review on S-Shaped sorption)
Tran et al., 2017. Wat. Res. 120, 88-116. (review on Retention data handling and classical pitfalls)
qe always grows with Ce, because of mass action law.
The absence of plateau for qe may represent multi-layer retention, or other mechanisms (precipitation for solutes, condensation for gases)
Then you cannot define a maximum sorbed quantity: qmax.
If you still want to assess a "site capacity" a mechanistic model with more details will be required. As for example with BET equation wchich lead to a specific surface area (which requires an adsorption cross section for the adsorbate).
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What does it mean if the constant n of the Sips (Langmuir-Freundlich) model is greater than 1?
Note that in my adsorption data when n(sips) is fixed at 1 the Qmax of Sips = Qmax of Langumir!
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Dear Dhirar Ben Salem, let me cite: "For n > 1,
Eq. (3) may be identified as describing a cooperative reaction
between a sorption site and n sorbate molecules, such that b is
the equilibrium constant of this reaction. In this case, Eq. (3) coincides
with the Hill model characterizing cooperative interactions
of ligand molecules with a macromolecule (Cantor and Schimmel,
1980)."
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How to calculate surface area using Langmuir relation surface langmuir
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It's possible by gradually calculation the no. Of moles that covers a mono layer of the solid sorbent, then convert it to no of molecules which is directly related to the no. Of active sites.
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If Langmuir model is not the right model to explain my adsorption equilibrium data (R2 = 0,9066).
Can I take its theoretical max adsorption capacity as a result my study?
Because I want to compare it with other studies
I look forward to your reply,Thank you very much
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Well, you would have to ask yourself what's the scientific value of comparing a number from a fitting fit to a number from a poorly fitting fit?
Are you allowed to share your graph and a coarse description of your substrate, maybe someone has an idea for a better model which would provide more valid data?
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How is it possible to interpret the adsorption if all Langmuir, Fruendlich, and Temkin isotherms fitted the model and have high correlations?
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For low pressures/concentrations, it would be expectable that all three are similar: Freundlich can be gained via Taylor expansion from the others and Temkin is in the derivation essentially Langmuir augmented by lateral interaction, see Desjonqueres/Spanjaard: Concepts in Surface Physics (Springer).
If Temkin and Langmuir match also at higher pressures, that means that the lateral interaction between adsorbate molecules is very weak.
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For plant extracts, it is not possible to discuss the thermodynamic parameters of the adsorption process. why?
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So, your question title suggests you see a lack of calculation possibilities at all while your description is more of a complaint about the evaluation some people choose. So, what is your actual focus?
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How can I interpret?
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Dear Seyed Faridin Rafie;
Did you work at low concentrations?
At low concentrations, the adsorption occurs by the first order and proceeds linearly. isotherms coincide. Langmuir model saturation is reached. In the Freundlich model, adsorption continues even though the affinity decreases. Differences occurs between the two different models
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Is it necessary to conduct adsorption isotherm with optimum parameter or we can conduct it with constant pH, time and dosages with varying concentration?
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It is Ok, to the best of my knowledge, to determine adsorption isotherms at a controlled pH (and an ionic strength, if important), a given dosage and with varied concentrations of a sorbate. Obviously, a selected dosage has to guarantee that the meaningful part of a sorbate is removed from solution during adsorption, and the remaining concentration is measurable, e.g., a 20-80% removal range. However, there may be also "a dosage effect" representing either interactions between sorbent particles/surfaces or "a sorbent dissolution" (a release of some material) such that the measured adsorption isotherms become unpleasantly "dosage-dependent". I would add more: if (and it is always so), the final use of the adsorption isotherm data will be applying the equilibrium physico-chemical models and the interpretation of model parameters [there are almost no papers without that], the adsorption kinetics have to be examined. Moreover, adsorption kinetics can be dependent on a specific batch parameters such that the tests are desirable at different solute concentrations. And, finally, even adsorption kinetics do not necessarily show that a full equilibrium is reached. The desorption tests if show the lack of hysteresis will convincingly prove that the equilibrium models are applicable. Unfortunately, a vast majority of solution adsorption studies deals with the data for which no real proofs for attainment of equilibrium are provided or, which is worse, a hysteresis is clearly demonstrated, and the equilibrium models are used without a shadow of doubts. Which suggests future problems in understanding and model interpretations.
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I have the initial and final concentration of wastewater and R% particularly. is there any mathematical modelling like Thomas model or Adam-Bohart model or Langmuir model etc. need to solve it? if anyone expert here let me know, thank you in advance.
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You can use the prominent adsorption isotherm models namely Adam-bohart, Thomas, Yoon-Nelson, Clark model which basically designed according to the continuous column adsorption experiments indeed.
You need some particular parameters which help to interpret your experimental data set undoubtedly.
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I am investigating a removal process. The obtained experimental data is not fitted in Langmuir isotherm. Therefore, I cannot calculate the theoretical maximum adsorption capacity (qmax) from Langmuir isotherm. Can you guide me in calculating the maximum adsorption capacity experimentally?
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Alternatively, you can use the Dubinin-Radushkevich (D-R)model to find qm.However, it is a very complex and difficult model to calculate.
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Hello everyone, please I need to know if I can use the linear form of Langmuir, Freundlich and Temkin isotherm in the case of competitive adsorption (quaternary system)
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Dear Dounya,what exactly are you asking, I don't understand
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In my result, when I applied the Langmuir and Freundlich isotherm model. I got an R2 value is around 0.99 for the linear curve in both models however, on the non-linear fit curve Langmuir model does not show the same value it is negative. So is it possible? if yes, then why it's so different . or am I making a calculation error please help.
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You might double ckeck your fitting using pyGAPS. It is an open source software by Paul Iacomi.
If you have more detailed questions, feel free to send me a DM.
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My question is two fold, while calculating the value of Rl, do we:-
1) use Ce value (as suggested by Ragadhita and Nandiyanto) or C0 values?
2) Which Ce or C0 value should be used? (Since for plotting any adsorption isotherm, multiple Ce or C0 values are available.
(Ce = equilibrium concentration, C0= initial conc)
Kindly advice!
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So, which C0 should we use?? as the experiment for the isotherm have multiple C0´s as the second question asks. Thanks
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The Langmuir constant (K) indicates the extent of interaction between the adsorbate and the surface. If the value of K is relatively larger it indicates that there is a strong interaction between adsorbate and adsorbent, while smaller value implies a weak interaction. So up to which value it is accepted, or from what value it is called higher?
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I would think one should be careful with using the Langmuir constants per se, since they are always experimentally determined, depending on concentration (or pressure) units (derived from the concentration scale used for solutions or partial pressures in the gas phase). Thus, -RTlnK as an experimentally determined value is a solute concentration unit-dependent; changing the concentration (and the reference state), the absolute value of the Langmuir affinity (as well as the free energy change for the selected reference states) will change, in contrast to the adsorption enthalpy. However, generally, I assume, it is a separate story to obtain, based on the Langmuir affinity, per se, the enthalpy change, since the entropy changes associated with the interactions with a sorption site are not necessarily easily accountable. Certainly, it is a problem for liquid phase adsorption, and/or for less well-defined materials, anyway. Hence, I consider for myself two points helping in evaluating how strong or weak the Langmuir- model-based interaction is: (1) obtaining enthalpies, if possible, from the temperature dependence, which will give a direct idea about energies that may be compared with many other data and calculations, (2) in terms of chemistry, the Langmuir model is just a simple 1:1 complex formation; formally and physically, it is the same (or essentially similar) process controlled by a stoichiometric reaction. In such a case, I compare the Langmuir affinity with any other quantified and characterized complexes formed in solutions or at the surfaces; for example, the equilibrium constant about 1 L/mol will be well comparable with equilibrium constants determined for middle-scale strength hydrogen bonding; it would give a some idea. When talking about the metal adsorption, their interactions with a surface are often interpreted in terms of chemical speciation models; the Langmuir affinity could be compared with the similar constants determined for the complexes studied in solutions. It may give a more broad perspective for ranking and comparing.
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I.S. Gromeka worked at Moscow University after his graduation in 1873. He began working at the University of Kazan in 1880 and became a professor there in 1882, at the age of 31. Gromeka laid the groundwork for the modern mathematical theories of capillarity (1879), so-called screw flow, and flow with cross circulation (1882), which took on great practical importance in hydraulic engineering. Gromeka also studied the unsteady motion of viscous fluid (1882), the propagation of shock waves in fluid in elastic tubes (1883), the vortex motions of fluid on a spherical surface (1885). and a number of cases of equilibrium of an ideal gas.
One of Gromeka's seminal contributions to fluid mechanics was the decomposition of the convective derivative of Navier-Stokes equation, which was later coined after Sir Horace Lamb as the Lamb form, with the cross product of velocity and vorticity being identified as the Lamb vector.
Is there any English translation for the works of I.S. Gromeka? Where can we find his original works in Russian?
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Dear colleagues
I think will definitely be able to find information in the famous and huge Lenin State Library in Moscow…
In particular, the works on line.
I have friends who have active library cards - I will ask.
I will contact you soon
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Can anyone explain me the difference between Langmuir Blodgett film, self assembled monolayers and layer by layer deposition(LbL). 
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The LB and SAM films are quite similar in structure, although the former is deposited in the form of a close-packed monolayer from the water interface, while the latter is self-organized on the metal surface from a solution, for example, long-tailed thiols (SAM) on the surface of a silver or gold substrate. In fact, the LB film can be considered as a SAM, since the molecules in the Langmuir film are self-organized in the process of deposition of a monolayer on a solid surface. An example is the self-organization of fatty acid molecules on the surface of mica during the deposition of a monolayer. Since SAM molecules have long tails, they can form LB films on the same substrates (silver, gold) SAM LB. But the quality of SAM LB (packing density) will be much higher than that of a monolayer of SAM from solution. We have developed a method for horizontal deposition of a monolayer on a solid surface. In this case, the deposition of an LB monolayer can be considered as a SAM monolayer, since, as a rule, the processes of self-organization of molecules in a monolayer are realized during the formation of LB films.
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I need to use the following data and equation to get the K value and plot the Langmuir isotherm, θ vs P, for a system where nitrogen adsorbes/desorbes molecularly from a surface.
Data:
ΔHads= 30 KJ/mol, T = 300 K, τ0 = 1x10-12 s, cross sectional area of N2 = 16.2 A2 .
I must use the following equation to solve for K:
K = [[NA*σ0*τ0] / [2π(MRT)]^1/2] exp(Q/RT)
Q = activation Energy (which means it is = ΔHads= 30 KJ/mol)
After solving for K (where I have difficulty because I get a HUGE number) I must use the following equation (2) where we input the desired number of pressures in Pascals from (0.1 to 1.0) which will give me the different coverage for such pressure.
θ= (P*K1) / 1 + (P*K)
After getting the K values, we insert the desired P (pressure) from 0.1 to 1.0 to get the Langmuir isotherm graph (theta vs P).
Can someone help me with this? I don't get the right answer whenever I do the question. Maybe one of my equations is wrong? Please let me know.
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Sachin Liyanage, You did not specify the unit of constant K in given formula. Heats of physisorption are of the order of several kJ/mol and there may be mistake here. The heat of adsorption is not the activation energy of adsorption.
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I got two different results on surface of the same sample
1. BET Surface area (linear regression)
2. Langmuir Surface area (non-linear regression)
But which one is more correct for porous material?
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When observing the 2 graphs it appears that the BET one fits well.
The Langmuir one usually recommanded for monolayer adsorption is not taking in to account porous distribution all over the surface area on the solid material.
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I want to apply Langmuir isotherm and for that reason I have tried to draw a graph for linear and non linear equations, every I get negative slope due to Qe and Ce inverse relation. I also tried Ce/Qe vs Qe but it gave negative intercept what should I do?
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Adnan Irshad, Equilibrium is the limit state for time that is approaching infinity. So neither time nor contact time can be a parameter. In addition, there are no linear versions of the Langmuir isotherm. Instead, there are versions implicit in q like the one you are using. As for the surprising results, you'd better check the data. To use the Langmuir isotherm, the equilibrium curve should resemble the saturation curve.
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I'm trying to fit my equilibrium data to the Hill de Boer and Fowler-Guggenheim models. I've found a paper
Article Modeling of adsorption isotherms of phenol and chlorophenols...
which mentioned about this models as follows:
" It is important to notice that the Hill–de Boer isotherm is applicable only for the values of surface coverage calculated using the theoretical maximum adsorption capacity"
" It is important to notice that the Fowler–Guggenheim isotherm is only applicable for
fractional coverage < 0.6 when the Langmuir and Freundlich maximum adsorption capacities are used."
There is another way to calculate the theoretical maximum adsorption capacity? It is wrong if i use the qm obtained from Langmuir model to calculate the fractional coverage for Hill de Boer and Fowler-Guggenheim?
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The Langmuir (L), LF-Freundlich (LF) and Fowler-Guggenheim (FG) models are based on localised adsorption. In principle, the maximum adsorption is, in this case, determined by the number of adsorption sites. The Hill-deBoer model is for mobile adsorption, so based on different premisses than L, FL, FG. Here the theoretical maximum is, in principle, determined by the size of the molecules and the specific surface area. The two maxima should not be confused. With the FG model the lateral interaction parameter can only be obtained when the maximum adsorption is known.
In practice, isotherms often show a pseudo-maximum determined by a limited concentration range or lateral repulsion between the adsorbate molecules (see also the comment by Sidi Souvi).
See also my review on adsorption (from solution) in
Advances in Colloid and Interface Science 280 (2020) 102138;
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Performing adsorption study.
Taking the adsorbate in mg/mL.
suppose the adsorption follows langmuir. To find the equilibrium constant, concentration of adsorbate is required. But I have taken the adsorbate in mg/mL
Is it possible to substitute molar concentration with weight ratio?
Finally the unit of equilibrium constant will be expressed in (mg/mL)-1
Is it correct??
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You could measure your system's adsorptions isotherms to find which model isotherms fit the best (Langmuir, Freundlich, etc.). Each adsorption model provides an equation for calculating your equilibrium constant K which you can use if the model reproduces your adsorption isotherms well
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Hi. I have random questions regarding Langmuir Isotherm Model.
1) What does it means if I have negative intercept value for Langmuir Equation in the graph of:
Ce/qe = 1/Q (Ce) + 1/Qb
2) How do I know whether the obtained value of  b constant is logical or not?
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The negative values of intercept can be possible depending upon your starting point of applied concentration.
For example,, if your first Ce is near 0 there will be chances of positive Kl while if you started your work from a higher concentration (let's suppose 10 mg L-1) then you will end up Ce a little bit away from 0 which may cause intercept (Value of Y when X=0) to be negative. It's just the way you have made your graph and presented data.
You can explain the negative results while keeping in mind this point.
There are tonnes of paper in which they have reported negative intercept and even slope in some cases (even Qmax that can be of discussion).
Find the following once for your references
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  1. Nothing know about all that process
  2. Needs Some guidance about that plz
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Erum Ayub, Simply put, the term linear fit refers only to the fit of linear functions to given data, and the term nonlinear fit refers to the fit of nonlinear functions to given data. Unfortunately, the term linear fit is also often mistakenly applied to various graphic methods, in particular to the H-W like plot method used, inter alia, for the Langmuir isotherm. Fitting, however, does not concern the original equilibrium data (Ce, qe), but nonlinear transformed data (Ce, Ce/qe). Therefore, the term linear fit is a far-reaching shortcut here. What is better? Nonlinear methods are better because graphical methods modify the error distribution and the statistical distribution of new variables. But it should be remembered that graphical methods allow for easier, much faster, but less accurate estimation of approximating function parameters than nonlinear methods.
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Hi, I am doing a research project to remove dyes from water using modified adsorbents. I am getting a negative qmax value for Langmuir isotherm. What does this indicate?
The shape of the isotherm is Type IV isotherm which is characteristic of mesoporous adsorbents and is confirmed by the BET analysis. If I select a particular set of experimental data, I am getting a positive qmax but that does not fit with the experimental data.
I tried using Origin software to fit Rectangular hyperbola equation to my experimental data and it ended up showing negative qmax as well. Can someone please explain how qmax is negative and what does it indicate?
Many thanks,
Sneha
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Sneha Shajan, For a type IV isotherm, the Langmuir isotherm (equation) is unsuitable, hence the negative value of qmax. Try to use multi-parameter isotherms such as BET or GAB. Or, you may need a more complicated function. Obviously negative qmax makes no physical meaning and I would avoid interpreting such a value.
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And if Ce is the same, how can the qe values differ in different temperatures?
Here is the attached image, showing a graph plotted Ce vs. qe. Kindly answer.
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Dear prof for answer plz check these articles
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I'm looking for a "walk-through" to figure out how to use GraphPad Prism (v 8.0.1) for some Langmuir sorption data I'm working with.
I've used OriginPro and Excel with much success, but I really like the publication quality graphs of GraphPad. However, I'm having trouble following their tutorial for some reason. Any guidance would be super helpful!
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Figured it out! Selected the wrong model but got it to work. Graphpad has a predesignated "Langmuir" model but there's the specific vs total binding models that require some finangling to get it to work. The graphs look very sharp.
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my experiment project is done by using raw wastewater from my college water treatment plant and i used moringa oleifera seed as the coagulant to perform a jar test. then i analyzed the copper concentration after jar test using AAS by adopting standard addition method. so, i dont have a different initial concentration for each wastewater sample as the initial concentration is constant. can i use the data from different contact time in performing jar test to adopt langmuir isotherm? or it is not possible?
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You can use different initial concentrations, e.g. by diluting samples, as well as you can change the concentration of the adsorbent. Forget about time here, it has to be long enough to get closer to the equilibrium state
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I have porous samples that I subjected to some treatments and the results of the pore size distributions after the treatment from different methods are not consistent. So, I am wondering how different are the ranges of the pore sizes that are captured by each method that could lead to completely different results from the methods.
Please, any published document on this topic will highly be appreciated.
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It seems that such information can be found in the manual for a given measuring instrument. I would also not confuse measurement methods with individual isotherms used to describe the equilibrium data.
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Hi,Is there any way to count the number of gas adsorption on graphene?
I used RDF diagram but It was'nt useful?How can I count the number of gas adsorption on it by RDF ?
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Hello
I think this article will be helpful
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In order to determine the best fit isotherm model for an adsorption process, Langmuir adsorption isotherm and Freundlich adsorption isotherm graphs can be plotted using relevant equations and R-Squared values can use. If both R-Squared values are close, Can make a decision ? How much should be the the gap between R-Squared values of Langmuir and Freundlich to determine the best fit adsorption model.
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In order to understand which adsorption isothem fits better with your adsorption process, you need more than R2 values. First of all, you should calculate RL value for Langmuir isotherm to see if it is applicable with your process, then you should calculate 1/n value for Freundlich isotherm to see if it is applicable for your process. If RL and 1/n values are below 1, it clearly indicates that the adsorption process is compatible with both Langmuir and Freundlich isotherms. Being compatible with Langmuir model usually means that the adsorption process may have a chemical character and being compatible with Freundlich means it has a physical character. You should also calculate adsorption energy by using D-R isotherm to ultimately determine if the process is a physical or a chemical adsorption.
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We are using dual adsorption sites for adsorbing the heavy metal ions. We want to calculate the adsorption capacity of each adsorption site individually using the the dual/multicomponent Langmuir adsorption model. How do you use the origin to determine the adsorption capacity for each site using the dual/multicomponent Langmuir adsorption model?
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Manisha Agrawal Thank you for sharing.
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I have been struggling to obtain selectivity for weeks and is desperate for your help. It would be great if you guys can help me out with this. Save me :(
1. I have fitted the single-site Langmuir model. First question, do I use the 'q' value to proceed on the selectivity? The equations is
q=(qsat*b*p)/(1+bp)
2. I am trying to earn the selectivity in a gas composition of CO2:N2=15:85. When I apply the values to IAST selectivity equation, do I have to use the q(CO2) value at 0.15 p/p0 and q(N2) value at 0.85p/p0? Or q(CO2) and q(N2) at a same pressure for the equation below.
S=(q1/q2)/(p1/p2)
Someone please help me out. I am searching everywhere(i.e. google, youtube, papers) and cant find the answer.
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Hi,
The rationale you presented is not correct for IAST selectivity calculation. Two possibilities:
A) You calculate the selectivy from the Langmuir Equation, which is a constant and does not vary with the component pressures: S = (q1*b1)/(q2*b2)
B) You want to calculate IAST selectivities, which are not explicit and require iterations. The rationale for IAST calculations is presented in the chapter 5.3 in Do, D.D. (1998) Adsorption Analysis: Equilibria and Kinetics. Imperial College Press, London.
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Hi,
when constructing a Langmuir (or any other) adsorption isotherm form experimental data, is it better to use a linear form of the equation [1/qe=1/(Kl*qm*ce)+1/qm] with linear fit or use directly a non-linear fit to solve for parameters Kl and qm?
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It will be good if we go through the nonlinear fitting to get more accuracy
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My experiment is on Cr (VI) adsorption by the activated carbon prepared from water hyacinth. The Langmuir models have fitted the experimental adsorption data. How to compare the experimental qe with the calculated qe
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hello friend. langmuir give you information about adosrption in homogeneous surface materials while freundlich for heterogenous materials. to better choose the model. check the non linear regression and stastical errors analysis. i attach you the below article which can help you.
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for my research project, I have applied the Langmuir model and Freundlich model. But the value of the R square obtained from excel is different as compared to the one calculated using the R square formula. I am not able to understand where is the issue.
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Try to calculate R-squared in a few other software solutions, or check it value by using some on-line services. Here is an one neat R-squared calculator: https://agrimetsoft.com/calculators/R-squared%20correlation
I believe, this approach can help you to figure where you doing a mistake....
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Please let me know whether is it normal or I am making mistake somewhere?
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Visit also the following useful RG link:
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Hello,
I'm looking for some help about the understanding of adsorption kinetics of an adsorbant material (zeolite) towards several chemical pollutants. I saw many papers describing adsorption performance through different kinetics model (Langmuir, Freundlich...) but I am not getting how to model this kinetics onto my data and how to interpret them.
Hoping to be clear enough,
Maurizio
Best regards
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Maurizio Cuomo, The Langmuir and Freundlich isotherms are not concerned with the adsorption kinetics but with equilibrium. Moreover, your question is very general. To start talking about kinetics, it is necessary to perform kinetic tests and determine the dependence of the adsorbate concentration on time. Experiments are usually performed for selected adsorbate and adsorbent concentrations, different temperatures and pH. The next stage may be a quantitative description of the obtained kinetic curves, but one must be able to use numerical methods.
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1 gm soil was used as adsorbent and 20 mg/L nitramine concentration was used and samplings were done at 24 hrs for 7 days. The concentration of nitramine reduced with time.
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I have no prior experience in Langmuir and Freundlich isotherm model utilization in data anlysis. Kindly, If anyone could explain from the basic I will be extremely grateful.
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I have seen that most researcher papers choose to use/focus only the Langmuir, Freundlich and D-R isotherm models (for the isotherm/adsorption study)
Why is it so ??
How about other isotherm model. Aren't they substantially/empirically important??
(Treatment of water )
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You can compare the different types of isotherms -
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Adsorption Isotherm (Langmuir)
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Akito, please set a lower limit '<0' for the non-lienar fit. And, non-linear fit will give you the values of KL and QMax directly, unlike linear fit where you have to calculate these two values separately from slope and intercept. Hence, non-linear fit is more accurate.
Another thing, as written in my previous comment, if your curve is exactly like a limiting curve, i.e. rapid change of y axis initially and gradually leading to very faint change w.r.t. x axis, you will never ever get negative KL and QMax. Not only for Langmuir, for the parameters derived from other adsorption isotherm models too. Those models have been designed, based on this phenomena particularly.
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I am working on the adsorption of MPs and heavy metals under hydrothermal processing. Most of the adsorption kinetics I know (Pseudo-first-order, Pseudo-second-order, Langmuir, ...) use the variables of retention time and solution concentrations. I wonder if there is other kinetics using temperatures instead?
Your help is much appreciated!
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Hi @Phat Tan Vo@, even of so, and depending on the complexity of the processes and experimental way you do that, I would be very cautious with non-isothermal kinetics. The use of formal equations will need plenty of the data across of the temperature rise. When using thermal or calorimetric methods, there are continuous scanning curves of a heat flow or mass changes vs. temperature. If adsorption is studied when continuously scanning temperature, it could be similar. However, if the effect of temperature on adsorption is determined at selecting only several (e.g., 2-5) temperatures, it will hardly be enough to go this way when the empirical kinetics is unknown. A common way to recover rate constants from adsorption kinetics measured at each temperature and applying the Arrhenius analysis would be more confident, to predict the effect of temperature
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I am designing an ion exchange Column and it says in literature to solve the equations attached to find a Breakthrough curve/Langmuir curve. How can I do that using matlab or by hand if possible? (my matlab skills aren't great). See attached file for the equations I am trying to solve.
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Hello Jona Vin
Did you find a way to solve the ion exchange Column equations using Matlab?
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Using the linear fitting of the Langmuir equation, the experimental values are not correlating. How essential is it to connect?
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When using adsorption isotherm models (linear or non-linear form), we want the experimental points to be as close as possible to a model.
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Langmuir Type 1: Ce/qe = (1/qm)Ce + 1/Kaqm (plot Ce/qeVs Ce)
Langmuir Type 2: 1/ qe= (1/Kaqm) 1/Ce +1/qm (plot 1/qe Vs 1/Ce)
Langmuir Type 3: qe= qm - (1/Ka) (qe/Ce) (plot qe Vs (qe/Ce)
Langmuir Type 1: qe/Ce= Kaqm - Ka (qe) (plot qe/Ce Vs qe)
Secondly, Langmuir was meant for gas-solid phase, why is it applied in the solid-liquid phase?
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The best choice is nonlinear equation. You can try with Origin software to do it. In the Md. Aminul Islam youtube channel you will find how to do it.
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I am working on iron oxide nanoparticles for adsorption of dye. I have doubt in making the Langmuir and freundlich isotherm. I specifically wanted to know how we can calculate this isotherm by BET surface analyser.
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Dear Dr. Aditya,
1. Prepare different dye concentrations
2. Treat it using optimum pH, nano dose, stirring, etc.
3. Measure the final dye concentration Ce.
4. Calculate Qe based on dose and volume used in the batch experiment.
5. Draw the linear or non linear relations.
6. Ensure most of point used present in the linear curve.
7. Measure intercept and slope.
8. Calculate calculated Qe based on previous data to ensure the reality of results.
9. Discuss the adsorption of dye onto nano surface based on highly identity model (The best R^2).
Yours'
Ahmed
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I've been testing several aproaches to getting a stable close-packed array of 518 and 617 nm nanospheres at the milipor subphase surface, for a future Langmuir Blodgett implementation. From what I've seen, I can't get another result than its precipitation. I've tried both adding NaCl to the subphase, centrifugating, and testing other nanospheres solvents, such as diacetone, ethanol and chloroform. Is there any suggestion or lab procedure that could improve my work? Thank you for your time! ;)
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If we talk about Langmuir-Blodgett films, we mean a monomolecular layer of amphiphilic molecules (classical). However, a mixture of amphiphilic molecules with semi-hydrophilic nanoparticles is also used now. However, it is impossible to prove that nanoparticles are on the surface and that the film is uniform. You can get a layer of polystyrene nanoparticles only in the "gaseous" part of the pressure-area curve. With further compression of the layer after contact of polystyrene nanoparticles on the surface, polystyrene nanoparticles will rise from the surface. They are not fixed in water as they are hydrophobic. It is possible to advise you to "sew" hydrophilic groups to the surface of polystyrene nanoparticles or to coat it with a layer of higher carboxylic acids, but this may interfere with the solution of your problem.
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Potassium (K) is one of the three major plant nutrients and most neglected by the farmers though it considered as equal as or sometimes more than the nitrogen requirement by the crops in many of the Indian soils. Though the potassium exist in different forms viz. water soluble and exchangeable K as available and non-exchangeable, fixed K and clay lattice K as slowly available to plants, the available K constitutes only 1-2 % of total K. In this circumstances, nutrient fixation study may give better idea to quantify the fertilizer to be added to crops. In this aspect I initiated K fixation study through adsorption isomers (Langmuir and Freunlich) for 5 different soils under Tamiraparani river command area. The data and graph pertaining to the K fixation study are enclosed for discussion. Please suggest me the amount of nutrient to be added to satisfy the K fixation.
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It does give ample idea about nutrient behavior under controlled conditions
but relating with field conditions , becones a formidable task to have reproducible results...
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Different researchers are testing new sorbent materials using different methods such as the fixed bed column or batch method, and they use several models to support their results, like Langmuir, Yoon–Nelson, (BDST), Thomas, Elovich equation, the pseudo-first-order equation, the pseudo-second-order equation, and others. So which one is suitable and more important to support and examine the results when testing a new sorbent material?
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When testing new sorbent material, you can use for kinetic modelling : the pseudo second order and intraparticle diffusion. For equilibrium modeling use freundlich, Dubinin raduskevich and sips. For both calculation use the non linear equation for the model.
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Although pollutant removal by a solid inert surface (substratum) in a bioreactor is normally modelled using adsorption isotherms (Langmuir/Freundlich) due to it being considered a very simple compartment, with nothing entering or leaving the substratum and no transformations taking place. In the case of a non-inert permeable/semi-permeable surface membranes (i.e. plant roots), supplying the biofilm with gaseous or dissolved substrates, how would you model the pollutant removal capabilities (Nutrients and Heavy Metals) of such a reactive boundary?
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I suggest you read Biological Wastewater Treatment. Principles, Modelling and design. 2nd edition. Chapter 17 and 18 Biofilm reactors
  • August 2020
  • In book: Biological Wastewater Treatment. Principles, Modelling and design 2nd edition
  • Publisher: IWA Publishing
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I know only a few papers on the equilibrium study of the adsorption process, where the two parametric exponential equation, in this case called the Jovanovic equation or the Jovanovic isotherm, was used. The vast majority of researchers use the Langmuir equation. This equation is based on theoretical foundations and has a long tradition, but in fact it is one of the standard mathematical functions - hyperbolic function, which has the following general form: y = a (kx/(1 + kx)). This function increases gradually to a (asymptotic increase) as x increases. There are no inflection points and y (0) = 0. The exponential function in the form of y = a (1 - exp(- kx)) behaves similarly, but its increase to a, for the same k value, is faster. In the case of the description of the equilibrium in the adsorption process, this equation has no theoretical basis. But it is a function that refers to behaviors that occur more often in nature than those described by the hyperbolic function. It seems that this is a better alternative than eg. the power function (Freundlich isotherm) and the logarithmic function (Temkin isotherm) of which the first does not fulfill the boundary condition in infinity, and the second the boundary condition in zero and in infinity.
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This video shows how to fit Jovanovic isotherm model nonlinear equation easily using originpro. #aminulcheminnovation #chemcolony #aminulsir #aminulchem https://youtu.be/1w7kNbDabyg
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I trying to fit my data to a non linear adsorption isotherm plot Ce Vs Qe but i couldn't able to. Kindly suggest.
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This video shows how to fit Jovanovic isotherm model nonlinear equation [qe = qm (1- exp-K* Ce)] easily using originpro.
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Dear All,
I have read and watched many sources of how to evaluate non-linear isotherm models using Origin software, but unfortunately, I did not succeed. Do you have any helpful file or guidance for this problem? or I would be grateful if you could send me saved isotherm models which are in the place of software installation. In this way, I can add them to my origin software. I do not know exactly what information should I write in gaps in software when I am adding a non-linear model (please find enclosed).
I would appreciate your immediate attention to this matter.
Cheers,
Hamid
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The video shows you how to fit equilibrium isotherm adsorption data to nonlinear Langmuir and Freundlich model using OriginPro easily. #aminulcheminnovation #AminulSir
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Hi there to whom may read this question.
I have a question about the way we get the surface area in BET Model and Langmuir Model of a catalyst.
Since I have never worked with an adsorption-desorption machine, do we get both surface areas for each model in one measurement? Or do we specifically set the model before measurement and run it twice for each.
Thank you and good luck to all.
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the plot of my sips isotherm using non linear method gave me my best fitted Isotherm? i want to find out if it is closer to langmuir or Freundlich isotherm.
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The Sips model is a hybrid model combining both Langmuir and Freundlich models. Sips model can describe the homogeneous or heterogeneous systems. when ns = 1 the Sips model becomes the Langmuir model, on the other hand, sips becomes the Freundlich model at low concentration.
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I am doing single and binary adsorption experiments (adsorption of liquids). I was wondering how to fit binary adsorption data to non-modified Langmuir isotherm model? Also how to fit binary adsorption data to the different multi-adsorption isotherm models in general?
For single adsorption systems, it was easily to model the data following non-linear method using Solver function in Microsoft Excel. But I couldn't model my data for the binary systems.
My question in other words: how to model binary adsorption data and calculate R^2?
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Muzafar Khalifa, In a word, R2 is your objective function which you maximize using the internal Excel optimization procedure. There is no problem to find R2 for each of the two approximating functions separately and then, for example, calculate the mean. Instead of R2, you can use SSE or ARE as a measure of fit and look for the minimum instead of maximum.
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Langmuir isotherm model was used for homogeneous surfaces,. But later on, heterogeneous adsorption surface was generalized for that model.
Any references?