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Sorption - Science topic

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The weight percentage represents the CO2 sorption capacity and need to convert to flow rate
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To convert weight percentage to milliliters per minute (ml/min), you need additional information such as the density of the substance, the flow rate in terms of weight (e.g., grams per minute), and the total mixture flow. Here’s a general approach:
1. Obtain the weight percentage: This is typically the weight of the solute divided by the total weight of the solution, multiplied by 100.
2. Convert weight to volume: To go from weight (grams) to volume (milliliters), you’ll need the density of the substance, using the formula:
Volume (ml) = Weight (g)/Density (g/ml)
3. Determine the flow rate: If the flow rate is given in terms of weight (e.g., grams per minute), you can then convert it to ml/min by dividing by the density of the substance:
Flow rate (ml/min) = Flow rate (g/min)/Density (g/ml)
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I am required to write a research proposal on the application of response surface methodology for optimization of sorption dyes from wastewater.
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This research proposal aims to optimize the sorption of dyes from wastewater using natural and synthetic textile fibers through Response Surface Methodology (RSM), evaluating the effects of parameters like pH and dye concentration. The study seeks to identify optimal conditions for maximum dye removal efficiency, contributing to sustainable wastewater treatment and resource recycling in the textile industry.
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Is it possible to improve the sorption of rare earth metals through complexation with carboxylic acids
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Yes, it is possible to improve the sorption of rare earth metals through complexation with carboxylic acids. Carboxylic acids can form complexes with rare earth metals due to the presence of their carboxylate groups (-COO-), which can act as ligands. These complexes can enhance the affinity of the rare earth metals for sorption onto various materials, such as ion exchange resins, activated carbon, or other solid sorbents. The complexation can increase the stability of the metal ions in solution, making them more accessible for sorption processes.
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With increasing sorbent dose in an adsorption test for heavy metal removal , there were various shade of decolourization in metal solution after adsorption observed. Does this colour change have any effect on sorption capacity .
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While the colour change in the metal solution after adsorption can provide qualitative insights into the efficacy of metal removal by the sorbent, quantitative analyses are necessary to accurately assess sorption capacity. By combining qualitative observations with quantitative measurements, you can better understand the relationship between sorbent dose, colour change, and metal sorption capacity in adsorption tests for heavy metal removal.
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Hi. I am seeking some guidance in understanding how the dosing works on typical gas sorption equipment (the attached shot is from a Micromeritics 3 Flex).
I describe what I think is the case below and am asking others to correct me or add to my description as necessary. I then ask my question regarding equilibrium at the end - feel free to skip to the end.
In setting up an analysis, the operator defines a set of target pressures to collect data points at. The operator also defines absolute and/or relative tolerances for the target pressure. I.e. so the instrument does not need to reach exactly the defined pressure value.
During the analysis the instrument injects a quantity of gas into the tube that it expects might get it close to the target pressure. The quantity is determined based on measured or estimated free space, manifold volume etc. (when fixed quantity dosing is not selected). The instrument then waits for "equilibrium".
When equilibrium is reached, if the target pressure has been achieved, within the set tolerances, the instrument will record a data point and move on to the next target pressure the operator has defined in the analysis setup. If the target pressure has not been achieved, the instrument will inject another quantity of gas and wait again for equilibrium. The whole process repeats until all adsorption data is collected. Desorption curves are similar, but gas is being removed via the vacuum system.
My question is, what determines "equilibrium"? The attached image shows a setup where the instrument has been asked to check for equilibrium every 10s. The rate of change between checks is around 0.015%. I have seen the instrument inject more gas when the rates of change between intervals are much higher than this so I am confused about what is the guiding criteria for "equilibrium reached" in the programming of the instrument. Indeed there is no consistent value in any of the numbers displayed that seems to relate to what defines equilibrium. This is very frustrating since it is not easy to understand why some analyses can take hours to equilibrate a single dose, and even then, not necessarily reach the target pressure to record a data point.
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Each sorbate is only adsorbed onto 1 sorbent at a time, in different sorption experiments. The research question is to determine which sorbate was the most sorbed and the fastest sorbed onto which sorbent. Is a test to measure the normality distribution of data needed? Thank you.
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Amelia Suet May Tan, to compare adsorbed concentrations of 4 sorbates by 4 sorbents and determine the most sorbed and fastest sorbed sorbate-sorbent combination, you can use a two-way ANOVA with post hoc tests. This will assess the main effects of sorbate and sorbent, as well as their interaction. Normality tests may not be needed if ANOVA assumptions are met. If normality is violated, consider non-parametric tests. Additionally, analyze time data with appropriate methods (e.g., survival analysis) to determine the fastest sorbed combination. With tools like OriginPro, you can then visualize your data the way i quickly did for you. For more relavant discussion you can ask me on my WA; https://wa.me/+923440907874. Good luck!
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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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I have been working on a study of the sorption properties of a radio-isotope on a biotite surface. One of the methods of supporting the hypothesis of whether a reaction would happen or not is looking at the density of states of both the reactants and the product of the reaction. However, I am at a bit of a loss as to what to look for. I have so far thought about evaluating the horizontal translation of peaks, the more there are the more likely they happened, but I do believe there is more to it. Though, literature in this topic is a little sparse.
Sadly, I do not have the time or resources to simulate the PDOS, so for now I can only work with the TDOS. Any tips?
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When looking at the Total Density of States function of two reactants and a product, bonding can be inferred from the Overlap Population-based Density Of States (OPDOS) between two molecular orbitals 2. The OPDOS between two molecular orbitals has large positive values at energies where the interaction is bonding and negative values where the interaction is anti-bonding 2.
Therefore, if there are significant positive values in the OPDOS between two molecular orbitals at specific energies, it can be inferred that bonding has occurred between those orbitals.
see:
Dos: Density of States — ADF 2023.1 documentation (scm.com)
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I used NaNO3 solution (100 ppm) to investigate the nitrate sorption using a sorbent. Now, the reviewer asked me what happens for that Na ion in the sorption environment. The reviewer also mentioned the double effect. What is the effect of Na+ in this system?
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In your study, you used a NaNO3 (sodium nitrate) solution to investigate nitrate sorption using a sorbent. The reviewer is asking about the effect of the sodium ions (Na+) in the sorption environment and mentions a "double effect."
Here's what the effect of Na+ could be and how it might relate to the concept of the "double effect":
  1. Ionic Strength and Competing Ions:Sodium ions (Na+) from the NaNO3 solution contribute to the ionic strength of the solution. Ionic strength is a measure of the concentration of all ions in a solution, including both sodium and nitrate ions. When studying sorption, ionic strength can influence the electrostatic interactions between ions in the solution and the surface of the sorbent. High ionic strength can lead to decreased sorption of charged species like nitrates due to competition between the sodium ions and the nitrate ions for adsorption sites on the sorbent surface. This could be one aspect of the "double effect" mentioned by the reviewer.
  2. Salting-Out Effect:The "double effect" might refer to the phenomenon known as the "salting-out" effect. This effect occurs when the presence of certain ions in a solution, such as sodium ions, reduces the solubility of a substance. In your case, the sodium ions could influence the solubility of nitrate ions, affecting their availability for sorption onto the sorbent. As the concentration of sodium ions increases, it might lead to a decrease in the effective concentration of nitrate ions available for sorption.
  3. Background Interactions:Sodium ions could influence background interactions between the sorbent and the solution. Some sorbents have specific interactions with certain ions due to their surface chemistry. Sodium ions might enhance or compete with these interactions, influencing the sorption process.
  4. Solution pH and Alkalinity:Sodium ions can also affect the solution pH and alkalinity. Sodium salts are generally neutral and do not significantly affect pH, but the pH of the solution might still influence the sorption behavior of nitrate ions and other species.
In summary, the presence of sodium ions from the NaNO3 solution can influence the sorption process in various ways, including through changes in ionic strength, the salting-out effect, and background interactions. These effects can impact the availability and behavior of nitrate ions during sorption onto the sorbent. It's important to consider these aspects when interpreting your experimental results and discussing the role of sodium ions in the sorption system.
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Sorption
adsorption
Absorption
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You can discuss whatever, but we are supposed to follow IUPAC recommendation regardless you like it or not. See
and refs in it.
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My current research involves finding the properties of U(VI) sorption on Biotite, and my current team has been using only the final enthalpy to evaluate whether a reaction occurred. I am currently trying to devise a new method to do that, which includes finding the enthalpy of formation of each of the compounds involved in the reaction. These values are then used to calculate the energy that would be consumed/released in the desired product considering a pre-determined equation, and cross checked with the enthalpy of formation of the geometry optimization of said product to see whether the reaction actually happened. I hope this makes sense.
The CASTEP output however has been a little confusing. What I have been doing is using the calculated all-electron energy of each atom involved in the compound and subtracting the with the final energy of the geometric optimization to find the enthalpy of formation of said compound. I have been doing the same thing with the pseudo-potential values, and the results for the same compound are off by a factor of 10^3. I am not sure which value to use, and I’m also not 100% sure if the method makes physical sense.
The equation I've been using to calculate the formation enthalpy is:
ΔH_f = (E_f - Σ(n*E_i))/n_total
Where:
ΔH_f is the formation enthalpy
E_f is the final enthalpy from the geo-opt output
n is the number of atoms of a certain element
n_total is the total number of atoms in the compound
E_i is the individual ground-state energy of each element (either the AE or pseudopotential output)
Thank you so much!
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I have an article i could not uphold because of the arrangement of my initials. The document reads Olajide P. O. How can i get such paper uploaded?
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Thank you for the insight
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I'm interested in applying Non-equilibrium Thermodynamcis for Glassy Polymer (NET-GP) [1] framework to Statistical Associating Fluid Theory (SAFT) variations. Although the NE-SAFT models were reported multiple times in the literature [2], none of them explained how to do this starting from equilibrium SAFT codes/programmes (such as Matlab, python). The papers generally just write "determined by numerical method" in MATLAB, which doesn't offer too much insights.
The biggest issue (that I can identify) is conventional equilibrium SAFT programmes takes temperature (T) and pressure (P) as independent variables, whereas in the NET-GP framework, the independent variables are instead be temperature (T) and another volume(V)-dependent variables (such as polymer volume or polymer density).
Given this information, how should I modify a conventional SAFT code to produce NE-SAFT? Is there a quick work around this (T,V) dependency? Or, would the only way be rewriting all SAFT equations to take (T,V) as indepedent variables?
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Louis Nguyen To obtain Non-equilibrium (NE)-SAFT from an existing equilibrium SAFT code, various changes must be made to the code.
To begin, you would need to adjust the equations used in the SAFT model to account for the polymer volume (or polymer density) dependency on temperature and pressure. This would very certainly necessitate some adjustments to the mathematical form of the equations.
Second, you'd need to change the code's input such that temperature and volume-dependent variables may be provided as independent variables rather than temperature and pressure. This would very certainly necessitate changes to the input procedures and input storage.
Finally, the output routines would need to be modified to allow for the computation of thermodynamic parameters important to the NE-SAFT model, such as the equation of state, heat capacity, and internal energy.
It may be feasible to discover a faster workaround, but it is probable that making these changes to the current code would be easier and easier than trying to find a workaround. Changing the code directly ensures that the result is compatible with the NE-SAFT model.
It's also worth noting that these revisions will very certainly necessitate a solid grasp of the mathematical underpinnings of the SAFT model, as well as the alterations required to achieve the NE-SAFT model.
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When to activate my adsorbent that I wanted to convert to a biochar for the best results ?
Is it before/during or after activation ?
and WHY?
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In the two-step process, biomass is carbonized at the first stage, for a higher carbon yield. At the second stage, Activation to higher pore volumes and surface areas.
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We are trying to investigate the sorption desorption of pesticides in soil. We are following OECD 2002 Standards for this. After completion of the sorption study, we are replacing the supernatant with a pesticide-free solution to check its desorption. But the equilibrium concentration shows more pesticides than the amount adsorbed in soil. so we are getting a negative desorption value. is one cycle of desorption study enough or do we need to do more than one to get the desired result? also how to calculate the desorption.
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Absorption is when a substance in one state is incorporated into another of a different state, such as a liquid absorbed by a solid. Adsorption is when a substance adheres to the surface of another phase. The reverse of absorption is desorption. Desorption is when a substance detaches from or through a surface.
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I am getting zero sorption loading for metal oxides that are good adsorbents according to literature. Can any body guide me about exact detailed steps to perform sorption calculations.
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I have carried out a sorption study using bentonite clay and I need to obtain SEM images for freeze-dried solid clays after treatments. Clumping of the clay was observed after the freeze-drying (original bentonite was a powder). I did not make it a powder (using a mortar and a pestle) and mounted it on the carbon tape as it was, without crushing it. Here I attached the image I got. Do I need to make a powdered sample/ crushed sample before mounting or the images this way is OKAY?
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SEM studies are done to look at the particle size of the powder that is used for adsorption. The smaller the particle size of the clay, the greater will be the adsorption. It is not clear from your question what you are going to use SEM for.
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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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In my experimental project, comparison between green and chemical synthesized Nps, Green shows higher efficiency..i need to know why it is happening?
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Good day! It is hard to say which kind of nanoparticles you are describing. Probably, if you face higher efficiency, you should suppose some changes in its properties, while it is hard to say are this changes sensible or no.
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I want to calculate adsorption isotherms from an aqueous solution in zeolites using sorption module. Is there any way to do this or can I just calculate isotherms from molecules in gas state with the pressure variation? 
Which program would be good to do this?
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You can check this study for help
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I want to simulate the H2 adsorption in Materials Studio using the sorption tool. So far I have used the COMPASS ||| forcefield. When I switch to the Universal forcefield the calculated uptakes are much smaller. Does anybody know why there is such a difference?
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Hi,Like you, I absorbed gas on graphene and used Oplsaa force field
but first time i uesd isotherm ff but didnt work so i changed it
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Hello,
How can I use all cores of my system for Sorption calculation in Material Studio software? Is it possible?
Thank you!
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As far as I know, it is impossible
Regards,
K
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difference between Sorption and Adsorption that occurs in the soil
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I have a getter film consist of Zr,Ti,V alloy. I want to calculate the getter capacity, sorption performance, diffusion coefficient of CO and O2 theoretically. How can I calculate these terms?
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I agree with Mohamed Khedawy.
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Soils to act as both sink and source of CO2. Soil organic carbon can be stabilized in soil by a number mechanisms like aggregation (macro- and micro- ), physicochemical stabilization of SOC is due to the sorption of SOC compounds on silt plus clay surfaces or mineral colloids, and recalcitrant plant parts or man-made recalcitrant organic materials like biochar. Aggregation mechanism seems be one of the widely accepted mechanisms from the soil management prospective because conservation tillage is commonly promoted. What is the known proportion of these mechanisms on any level (landscape, regional, national or global). Understanding of this proportion would be a useful indicator for land users or managers intending to conserve soil carbon. Kindly provide relevant literature and expertise on this please.
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Thank you very much Zenon Hamkalo for your insight and for attaching the very useful article. Yes, You are right the role of aggregates in the stabilization of soil organic matter has been insufficiently studied in comparison with organo-mineral interactions. Therefore there is need to further study the aggregation model more.
Many thanks and best regards
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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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Hi,
How the pore size of Mesoporous Silica Nanoparticles can be determined? when you characterize it through the Nitrogen sorption technique by BET and BJH, which gives surface area, pore volume and pore radius.
Please give me detailed description for it.
Thank you so much
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Raheem Bahadar You answered your own question. Use BJH (or DFT) pore size calculations from gas sorption isotherms (usually N2 at 77K) for these materials. Gas sorption covers the entire mesopore range (2-50nm according to IUPAC classification). In fact, the method can go as large as 400-500nm. But if you have pores larger than that (well into the macropore range) you should consider mercury intrusion porosimetry.
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Hello, i have a big problem with finishing my graduating work. I have 15 metabolites in raw water. In two steps is water cleaning. First step is sand and second GAC. After one and half year some metabolites are still zero in drinking water, but some metabolites are rising. Can anybody please try to explain me why? I need to make a research why is this hapening, but i dont know how.. Molekular mass, polarity, space filling.. i realy dont know.
Thank you Michal
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Hi, Michal,
as far as I can understand, you pass water containing metabolites through the two adsorbents, and after year and half something stops to work. The remaining concentrations of metabolites in the effluent rise as compared with the initial work period. If so, one possible explanation is that there is an equilibration of adsorbents with metabolites present in solutions. In a beginning, almost all metabolites are adsorbed, but when continuing flushing the solution through the adsorbent columns, finally the adsorption sites become saturated by adsorbates till the extent which is in equilibrium with the initial compounds concentrations in solution. The ability of adsorbents to remove compounds from solution disappears. Perhaps, simple tests and calculations help to check this explanation. The adsorption isotherms measured at least in the batch conditions are needed, and, the knowledge on how much of the solution was transferred through the columns. From the second, one may estimate the amount of compounds retained by adsorbents after all the period of their use. From the first experiment, one may learn what is the solution concentration to be in equilibrium with the retained adsorbates.
However, all that is in assumption that there was no (bio)degradation. Almost certainly there is degradation of adsorbates, and well as changes in adsorbent porosity and its particle packing. The columns become aged and loosing their efficacy...perhaps so....and, by the way, as recommended above, it is indeed important to control pH during all the history; some organic compounds may change drastically their ability to adsorb depending on pH, and pH may indeed change during the time of adsorbent material use
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References for saline/sodic soil and pesticide interactions (sorption/desorption, movement, 1/2 life, etc.)
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Thanks you for your suggestions. I know these journals.... I am looking for SPECIFIC references by title author.
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I had a doped carbon sample which is further converted into powder form through ball milling. In N2 physisorption measurement sorption and desorption isotherm did not overlap, and in y-axis it is also not starting from point Zero. do you have any suggestions for this problem?
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Il fallait mieu refaire analyse pour montrer bien hysterisis
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Response surface modelling is used to find optimal or improved settings, Analyze and rectify process problems and weak points, Robust the process or product against the external influences
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Walter Ojok interesting question and even i would love to see the right answer
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I would like to measure DHA biochar acording CAsida et al., 1964, but I'm afraid that due to the high sorption capacity of biochar, the measurement will not be accurate.
please do you have any comment or advice, publication?
Thank you very much
Helena
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Je pense oui
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I am trying to simulate permeation of gases in polymers. For this reson normally i use the clasic models like dual sorption model but newly i foun dthe non equilibrium lattice fluid model. It seems very promising but it's not easy to understand and use. So i want to know more about advantages of this model in comapre to classic models. Any idea about that? thnaks in advance
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Dear Pouyan Golestaneh, the NELF model treats both solubility and permeability isothermes, may be its best advantage is found when studying glassy polymers. Please check these documents. My Regards
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Hai all,
I am using 50 ppm Tetracycline hydrochloride for the degradation study ( Fenton process). After each interval sample taken, filtering through 0.22 micrometer syringe filter, then analysed in UV spectrophotometer.
1. When I am analysing  50 ppm TC in Spectrophotometer, absorbance values are significantly varying on repetitions ( for example, at 60 min, absorbance found to be 0.9, then after some time on repeating the same , the value may become 0.5). I am taking my samples after filtration, without adding quenchers. How can I overcome this issue?
2. Can I keep  TC stock solution at 4 degrees for a few weeks? 2. I read that washing glasswares with 10% HNO3 can lower the TC sorption on glasswares. Is it advisable to use glass vials for sample storage?  Please help me resolve these problems.
Thank you,  Jaimy Scaria
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Thank you Bojidarka B. Ivanova for the constructive suggestions.
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I was very disappointed to know that the routine tools in Materials Studio does not allow assignment of multipole structure to simple (actually, any) molecules like nitrogen or oxygen in an explicate form. This is necessary in the Sorption module to account for electrostatic interactions, which cannot be ignored. The embedded force fields, like COMPASS do not contain corresponding data, since electrostatic energy is zero during calculations. I know from publications that the problem has been solved. But it is hard for me to figure out how exactly. If somebody has an example of the multipolar nitrogen or oxygen molecules or a tutorial how to construct some, that would be appreciated with gratitude.
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!♥Following
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I mean if the adsorbent developed follows Langmuir isotherm with second order kinetics which does it imples in practical appliation?
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Mirosław Grzesik Some top researchers accept these results and relations between the models when something not click in your mind it does meant it is worthless.
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Do I have to solver-add inn for its calculation?
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If you mean non linear regression, you may use Maltab, polymath and other relevant softwares
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I have carried out sorption experiments using five cationic dyes, as adsorbates onto the same adsorbent, an agrowaste material. Two of them fitted better the Elovich's model, whereas the others fitted the PSO model. For my understanding, the kinectic model details more about the surface of the adsorbent than the nature of the adsorbate. Considering that the five adsorbates used probably interact with the binding sites of the adsorbate throught its positive charged groups, I expected that they would be adsorbed in a similar way, maybe differing only by the maximum adsorption and the equilibrium time, but following the same kinectic model, once the adsorbate is the same. Two of the adsorbates even have very similar structures, differing only by the presence of a -N(CH3)2 group, and one of them followed the PSO model and the other, the Elovich's model. How can I interpretate these results? How could I stablish a relation or a comparision between the adsorption process of these five cationic dyes?
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Pseudo first order kinetic model.
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In our clay nutrient, zeolite nutrient and biochar nutrient sorption studies, we receive suspension of turbid, faint and black colour nutrient solution respectively. Although high 15000 rpm centrifuge for more than 30 min, after 2 time filtration, we unable to separate fine clay, zeolite and char from solution. However, it interferes in colorimetric estimation and other analysis. Alum is good coagulant. We used a pinch alum for separation , received clear solution . My doubt is whether alum adsorb nutrient forms (N,P,K and micronutrients). kindly provide your inputs which will help me for finalizing sorption methodology.
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kindly suggest alternate material for separation of liquid solid for nutrient adsorption study
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Hi all,
I am analyzing some kinetic data, my data come from sorption of Heavy metals onto biochar (carbon material). Since it is recomended not to use the linearized kinetic models due to the introduction of errors in the parameters estimation I went directly for the non-linear first and second order kinetic models as are the most used.
I assesed the best fit by the standard error distribution and the correlation between the predicted and experimental values with both models. Overall my results indicate that second order model suits better my data, the correlation coefficients are very close to one. However I am not sure if that is enough as to say that second order model fitted better, because first order was very high as well the difference in correlation coefficient between both could be as small as of 0.001 in some cases. Additionally the curves obtained pretty much overlap one to each other..so I am doubting that I could say that one model describes better my data to another. How it can be possible that both models look so similar on my data? The initial concentration I used is 0.5 mg/L is maybe due to the low concentration of the sorbate?
Any paper that could help me on this would be very welcome
Regards
Rosa
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Abdallah Bouguettoucha, I'm sorry but it seems you are confusing two terms: order of reaction and molecularity of reaction. The number of colliding molecules may influence the order of the reaction, but it does not have to, and very often it does not. Moreover, the order of the reaction applies mainly to homogeneous reactions for which the kinetic equation (rate law) has the form of a power monomial. Heterogeneous reactions are generally of no order except for those whose kinetic equation is a power monomial. Molecularity is not considered in the kinetic equations for homogeneous reactions. It can be included in the kinetic equations of heterogeneous reactions (the exponent in the denominator of the L-H equation).
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Can someone recommend the most reliable way to estimate the number of active sites of Ru, Co, and Cu catalysts on Al2O3?
1) Of course there isn't a 100% correct way of doing it, that's why I wrote "most reliable" :)
2) In the case of pure metal nanoparticles (e.g. Au) it is easily done from TEM images + crystalline cell of Au. But what about when we start with a metal oxide? E.g. the starting point is CoO/Al2O3. We reduce the catalyst to get "Co"/Al2O3 with H2. But, of course, only the surface of nanoparticles gets reduced, not the bulk. How can TEM help then? Do we have to assume a monolayer of Co covering our nanoparticles, and just calculate the active sites from TEM + atomic radius of Co?
3) Are there any good sorption techniques to get the active sites on all three catalysts correctly?
Thanks in advance
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RSM based on CCD is supposed to be applied for finding the optimum value of some independent variables. There are two dependent variables. Can we use sum of the response signals obtained for these two dependent variables as a function of independent variables and find only one fitted model (equation) for the problem?
There are many examples of this kind in the literature. An example is the work attached, in which the sum of HPLC peak area of two drugs (AT and VAS) has been fitted with the second-order quadratic model, function of pH, sorbent amount, and sorption time, because these two drugs are used together for treatment and control of hypertension.
Can we use such a manner for approaching the problems by experimental design? If not, why?
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Yes, you can --I think -- if you are interested in the sum.
Otherwise, use a polynomial (metamodel) per dependent variable.
Also see either constrained RSM or multi-objective Pareto RSM; see my 2015 book or website.
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How to model the isotherm modelling data for a multimetal system? Are Langmuir and Freundlich or other isotherms used to model single metal systems applicable to data obtained in a multimetal system for each metal? It would be nice if someone can share suitable reference/ research paper for the same. Have some papers for binary and ternary system but my system has 7 metals.
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Does anyone know what is the "sosteric heat of sorption of rice husk, i am working on designing rice husk dryer and could not find any information and data about it.
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Nice Dear Mikhail Borisover
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Our N2 sorption experiments indicates that the mesopore volume and mesopore surface area is bigger than the total pore volume and total surface area of the sample.
What could be the reason for this?
Is this a question of evaluation of the data or experimental procedure?
Or something else?
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Dear Jakub,
first of all you should understand the differences between the BET model and the BJH method.
The BET surface area represents the probe accessible surface area as it is based on a calculation of an area coverd by the volume of gas within the monolayer. It is (except for microporous materials) a physically meaningful value and thus the BET-methode is the IUPAC recommended method for the determination of the specific surface area.
In contrast, the BJH model assumes the formation of an adsorbate layer based on a statistical thickness function (e.g. deBoer or Hasely) and condensation of gas at higher pressure as described by the Kelvin equation. Knowing the Kelvin radius and the thickness of the adsorbed layer will allow to calculate the pore size (with often times large errors) and based on this the pore volume. The pore volume can then be used to calculate the pore size as follows:
A = 2 V/ r
where A is the surface area, V is the pore volume and r is the radius of the pore.
This shows that the surface area calcualted in this way is a geometric surface area base don many assumption: Cylindircal pores, a theoretical statistical thickness of the adsorbate and capillary condensation based on the Kelvin equation. Therefore, the values obtained in this way have no physical meaning.
Additionally, looking at your measurement, the data quality is very poor, which has serveral reasons. You are using a fixed P0 value (and a low one I might add) which is not a good idea (but I think you are limited by the instrument?). Also the equilibration parameters are not ideal, I would use equlibraition times of at least 3 minutes rather than the 1 minute you chose. The adsorbed amount is not increasing monotonically which is either cause by the parameters you chose or structural changes within the material.
I checked the data and think that you have also selected an inappropriate range of point for the BET analysis. Selection of point between 0.05 and 0.3 yields a surface area of roughly 50m2/g while the BJH method give about 35 m2/g. Note that the value calculate with the BJH method is not an actual probe accessible surface area!
I hope this helps,
Markus
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Good evening,
I am looking for material related to metal organic frameworks that have been previously used in the sorption of Iodine.ny help would be greatly appreciated.
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Please look at the following below attahed papers which may help you in your analysis:
Thanks
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The value of activation energy, Ea, that obtained from Arrhenius equation, determines the type of sorption process, whether chemisorption or physical adsorption. If the value of Ea greater than 20 KJ/mol, chemisorption is obtained, while if it less than 20, the sorption is physical. I need a reference to show that, the all reference that I found talk about Ea > 40 KJ/mol.
Many thanks.
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S.s. Metwally thank you so much..sure I will
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SEM and IR analysis of biochars can help in determining their sorption capacity for pesticides. But how these analyses can help in determining the degradation of pesticide in these amended soil as compared to unamended soil?
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Are you asking about distinguishing between degradation and sorption OR trying to explain known differences between biochar treatments in degradation rate?
Don't forget that biochars are alkaline and contain minerals, depending on the feedstock beneficial and/or toxic. Did you measure the relevant changes caused by the treatments, e.g. pH, EC, nutrients, respiration rate?
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I'm working on effect of biochars from different feedstocks for potential sorption of potential toxic elements and their pH is alkaline. Is there any need to neutralize the biochar to reduce the ash content or I can apply the alkaline biochar?
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Adil Mihoub the process is costly and time consuming as well and after neutralizing is it effectly improve the physiochemical characteristics of soil?
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I have TGA capture profiles at 25 C at constant pressure of 1 bar. Also i have sorption isotherms of CO2 at 0 C from relative pressure range of 0.005-0.95.
I know i can calculate using clausius clapeyron equation.
Kindly let me know how i can find Qst from this data.
Thanks in advance.
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You need at least 3 temperatures to get reliable isosteric heat of adsorption data. So you need one temperature in between 0 and 25 say 15 degrees or higher than 25 say 35 degrees to get the true isosteric heat.
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Utilization of solar energy is always one of the meaningful research areas. But most researches are about one or two utilization aspects, such as for cooling, heating, heat storage, power generation, water uptaking, and so on. Is there any completed or ongoing research about the integrated utilization of solar energy to combine all these applications into one whole system?
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It is not that wise to to combine all these applications into one whole system. Flexibility brings the opportunity, together with challenge and limitation. Think about that the solar heat could fully realize one technology but it cannot be used for the similar amount output by using other applications at the same time. Also the demands should be considered at the very beginning. If no heat and cooling demand, electricity could be a solution.
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Hello,
I was thinking to use the BJH model to measure the pore size distribution of low porosity (mostly meso and macropores)-containing materials.
In this regard, I have got the following questions:
1) Which relative pressure range should I consider? P/P0 >0.35?
2) Which isotherm branch should I apply the BJH model to? Ads or Des? How does this choice relate to the Hysteresis type?
3) Would DFT model be more suitable?
Thanks,
Antonio
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DFT (NLDFT and QSDFT) methods are much more suitable than BJH for micro and mesopores.
For BJH you need the desorption branch (have a look at the original paper, I think I uploaded it in RG somewhere...).
You cannot measures macropores by adsorption (macropores behave like non-porous surface towards gas molecules)... you need something like mercury porosimetry.
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Is it possible that organics/fatty acids can coat a clay particle, to the point that changing the pH of the fluid doesn’t effect the clay surface charge, as the clay is protected from solution effect due to its impermeable layer?
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Charges in soils are as a result of permanent charges from the clay minerals which are unique to the type of minerals and variable charges (also referred to as pH dependant charges) provided by the type, age and quality of organic matter. Thus, changing pH levels will affect variable charges (provided by the organic matter), with increasing pH levels will increase variable charges. However, changes in pH should have little or no effect on charges provided by the clay minerals.
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Any Suggestions
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Thank you guys
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Type I adsorption may be modeled using Langmuir or Freundlich Adsorption isotherm models. But how do I analyse a system that does not follow the Type I adsorption mechanism?
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@Hafiz Muhammad Zia Ur Rehman can you please elaborate.
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Hi there,
I've done this before but i cant remember how...
Can anyone help me to convert the following into kg/ha?
P sorption capacity 667mg/kg (analytical result)
soil depth 300cm
bulk density 1.4g/cm3
Thanks in advance
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The mass of soil, area of 1 ha (= 10,000 m2), depth 0.3 m (= 300 cm):
V (volume of soil) = 10,000 m2 * 0.3 m = 3,000 m3
bulk density 1.4 g.cm-3 is equal to 1,400 kg.m-3
m (mass of soil) = 3,000 m3 * 1,400 kg.m-3 = 4.2*106 kg
Sorption capacity of soil for P: 667 mg.kg-1
the total mass of sorbed P is 4.2*106 kg * 667 mg.kg-1 = 2.801.109 mg = 2.801.103 kg of P.
Regards
Vit
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Crystalline and amorphous solids have different chemical potentials. May be this is one of the reasons of higher reactivity of amorphous solids.
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Dear Researcher community,
I am planning batch experiments to study sorption of pharmaceuticals and trace metals onto soil and I have to inhibit soil microbial activity for at least 48 hours without changing physico-chemical soil properties.
We have tried 8 hours UV exposure and it did not work.
Any suggestion will be greatly appreciated.
Thank you very much.
Best regards,
Raffaella
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Hi, Raffaella,
there are multiple methods, and each one has its own problem. We are using very often sodium azide at the 200 mg/L level. This is very classic approach, its advantage is that (most probably) it has small effects on soil properties (not always) but it is not necessary effective. HgCl2....in your case it may be problematic since you have competing metals but perhaps concentrations are not comparable. HgCl2 is considered as biocide less affecting soil.
From my experience, in the past, seeing a strong biodegradation of phenol in peat solutions, we succeeded to deal with that by using simultaneously sodium azide, sterilizing glassware and performing sorption in the nitrogen atmosphere. But typically, I prefer gamma-irradiation of soils which is very effective. But....it may have effects on soil sorptive properties, in particular due to possible release of DOM. Yet, I would consider irradiation as a primary solution. If you do not work with organic amendments, soil per se might release limted DOM concentrations, if at all. For your possible interest, I have attached our paper (in that, you may find some discussions of the literature regarding use of irradiation).
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I'm working on starch, for instance. It has got linear and branched units. In order to estimate the number of OH groups, and the possibilities of making H bonds, I need to know the number of repeating units of the polymer. is there any way to do that?
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First you have to deal with a fundamental difficulty. Starch is a mixture of two biopolymers, linear amylose (MW ca 10E6) and branched amylopectin (MW ca 10E8). So starch has a bimodal molar mass distribution which is very broad. Because for most starches, amylopectin is the dominant fraction (typically 70-80 %) and because the preferred experimental method is size exclusion chromatography with light scattering detection, which is more sensitive to the high molar mass species, the molar mass of amylopectin is a rather good approximation for that of whole starch, except for the amylose-rich starches.
In doing molar mass determinations one has to ensure that the starch has been molecularly dissolved in a way that no molecular degradation has occurred. This is not a simple task. Fortunately, suitable methods have been developed and literature values for most common starches are available. The authors of the paper provided by Md. Abdur Rahman are real experts in the field but their paper does not provide numerical values. Data for various starches were presented in a paper by Yoo and Jane (Carbohydr. Polym. 49 (2002) 307-314) which you find in the attachment.
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I am not able to decide between the following methods:
a) Flory-Huggins theory
b) Flory-Rehner theory
c) Differential Scanning Calorimetry
Is there any other more accurate and practical method to calculate the amount of solvent/mixture of solvents absorbed in a composite membrane matrix?
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Flory-Huggins theory is the opt method
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I was investigating the sorption of activated carbon on different concentrations of copper(II)sulfate and came across rather unexpected results where the conductivity increased at 0,00001 , 0,0001 , 0,001 moldm-3. At 0,1 and 0,01 moldm-3 the conductivity decreased however, very little. Is this really because the activated carbon may have been impure or can there be other reasons for such results?
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Thanks for your clarification.Release of some chemicals from the AC in time of the sorption experiment could well be a reason for enhancing the EC; but, on the other hand, the EC attains higher values when lower conc of Cu(II)SO4 is used. So, if the previous assumption is true, it means that the release of that EC enhancing chemical is more for the lower conc of Cu(II)SO4. Has the maximum EC been found for 0.00001 moldm-3? or it was higher for 0.001 moldm-3? If it has been found that the EC was maximum for Cu(II)SO4 conc of 0.001 mol/dm3 rather than for 0.00001 mol/dm3, then probably the sorption of Cu(II)SO4 on your AC is not favoured at lower concentrations of Cu(II)SO4 (conc~0.00001 moldm-3); because for a very lower conc of adsorbate, the mass flux to the adsorbate at adsorbate/solution interface becomes insignifcant and adsorption of the adsobate on the adsorbent becomes very difficult. These could enable the free existence of those ions in the solution to further increase the EC.
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am wondering if there could be any adverse effects from PFAS that may affect the integrity/lifespan etc of the concrete (esp. foundations).
Whilst I do appreciate that that organic content in cements/concretes, <eg - lime> may act as a preferential sorption media over surrounding soils (depending on the chemistry of the soils), I cannot figure any deleterious integrity impacts to the concrete from the PFAS (when considering construction, only issue is in regard to disposal of concrete at end of life (re: presence of PFAS)).
any assistance appreciated. Thankyou.
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Gareth, PFASs impacts to concrete are more of a concern as a result of the concrete remaining as a long lasting source of PFASs to the environment via long term leaching. We are working on some treatment solutions to prevent this. Cheers, Ian
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we are trying to conduct a study on the nutrient removal potential of biochar derived from phytoremediation plants and it would greatly help if we could learn more about the mechanisms
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Thank you for all your answers and advise
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I am using biochar for heavy metal sorption. I did CHNS analysis and got wt% of C,H,N,S. I have calculated O/C, H/C, C/N and obtained different values for different samples at different pyrolysis temperatures. I would like to know what does these ratios indicate, in terms of-
  • Sorption capacity of the biochar
  • Abundance of surface functional groups
  • Biochar yield, etc
Please also mention any other indications that could be obtained from these ratios that would help me find out the heavy metal sorption capacity of the biochar.
Also please mention if there is any range of values, that can be used for comparison.
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As biomass undergoes thermolysis, its original polymeric molecules are broken up and transformed giving rise to three products: syngas (CO, H2, CH4), bio-oil (acetic acid, phenolic-like compounds, alcohols, H2O etc) and biochar+minerals. As temperature increases the biochar is more dominated by polyaromatic compounds. We can illustrate this transformation from original biomass comprising of hemicellulose, cellulose and lignin to biochar using the H/C and O/C ratio in a van Krevelen diagram (http://www.publish.csiro.au/?paper=SR10010; ). H/C and O/C ratios are used in the biochar community to estimate the stability of biochar in soil, which is important for calculating the carbon sequestration potential. In your case it may be of importance in determining the number of regeneration cycles. Not sure whether anyone looked at this. In addition, and as mentioned by Amita Shakya already, the O/C ratio can inform us about the general polarity of the material. To know the type and quantity of functional groups present you could try Boehm titration ( ; https://linkinghub.elsevier.com/retrieve/pii/S0008622313008981; http://linkinghub.elsevier.com/retrieve/pii/S0016706111001091). Be sure that your biochar has been washed to avoid interference.
As O/C decreases with increasing temperature, the adsorption mechanism shifts from mainly ion exchange based to physisorption (van der Waals, London dipole). The sorption capacity should drop due to the weaker nature of physisorption, but typically the BET surface area increases exponentially (with increasing temperature) thus compensating for it. Something else you may wish to consider in certain adsorption systems is the presence of natural organic matter which competes with the heavy metals for the surface. An example can be found here ( ).
As for the yield, since both H/C and biochar yield are correlated to temperature, these two (H/C vs biochar yield) should be too.
You could carry out a meta-analysis and develop a correlation between O/C ratio and heavy metal adsorption capacity. Since type of functional group, pH and BET surface area plays and important role too it may not be that straightforward. It may be advisable to contact an expert in statistics (e.g. Abbas F. M. Alkarkhi).
Hope this helps?
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I study the sorption of ethylene(or butene) on poly ethylene, i use the materials studio 8.0, in build polymer ten repeat unit was selected , in first geometery optimization was done then the amorphous cell was build and was equilibrated . the sorption modules was selected and ethylene was selected as sorbates . the simulation is ran, and sorption isotherm was zero, is there anyone to tell me why it is zero?do my simulation was wrong?
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that is a good question Afsane Farhadi Toopkanloo
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I am planning to conduct P sorption capacity of soil or adsorption isotherm. I found most authors used 0.01M CaCl2 as background solution containing different P concentration as K2HPO4. However, when K2HPO4 solution mixed with 0.01CaCl2, milk color or white precipitate formed and settled. I am concerned if I used this solution for adsorption experiment the portion of P already fixed with Ca and the adsorption capacity of the soil might be wrong. If anyone used this method and has solution, let me know. Thank you!
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It might be worth checking the pH during your experiments, just to be sure that it does not change too much during the reaction, as Ca adsorptin varies with pH (H+ ions compete with Ca2+ ions for the same binding sites).
Good luck
Peter Shellus
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I am looking for sorption rate equation for PAHs(in differential form ) so I can apply it to my problem.
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PAH sorption is one of the processes that govern the soil mobility of individual of individual PAHs. Numerous studies of the correlation of the partition coefficient with soil properties have found that the organic carbon...... Consult the following sources for details ; https://www.sciencedirect.com ;; https://www.ncbi.nlm.nih.gov ; https://www.pubs.acs.org
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The inspiration for such a topic of discussion was the paper available on RG, where, to approximate the equilibrium data (batch adsorption in liquid-solid system), in the form of an increasing-decreasing curve and an increasing-decreasing-increasing curve, the second degree power polynomial and the third degree power polynomial were used respectively. Even if we acknowledge that the behaviors observed have a physical meaning (this can be debatable), questions arise - what for? - where is any scientific value here? . But maybe someone has a different opinion. Regards,
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Yurii,
It is generally difficult to undermine the scientific value of the results of a given experiment. I was convinced of this for a long time, until I started reading works on batch adsorption in a liquid-solid system. Recently, I wrote comments to over a dozen works in this field. In a few of them, it seems to me that the material tested was unstable. Hence, various "surprising" behaviors. And then, in my opinion, both the results of such experiments and their description are of little value. In the case of reliable results, the description by equations may be, but not necessarily. However, as far as the description of data on kinetics and equilibrium of batch adsorption is concerned, I am slowly becoming convinced that it is unnecessary littering of usually valuable works. Mirosław
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Langmuir sorption isotherm is characterised by Maximum Sorption Capacity associated with the mono layer of sorption.
Is there a feasibility that there could actually be more sorption sites than that could be accommodated by the most widely used Langmuir sorption isotherm model - associated with a CBM reservoir?
Will there be any under estimation on the volume of the desorbed methane gas by using the Langmuir model?
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Langmuir gives you excess sorption, so the benefit of sorption over non-sorption. CBM reservoir engineers use the density of the sorbed phase to estimate absolute sorption and this again to calculate the desorbable gas from coal. The sorbed phase density is typically used as a constant but it is known to depend on P, T and coal type, maybe maturity. So also this is just an estimation and does not reflect reservoir conditions. I guess this unknown will be part of any uncertainty analysis when developing a coalbed reservoir
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Dear everyone,
I am trying to calculate the pore volume using the alpha-s method and have plotted the data from the sorption analysis against a reference with similar surface chemistry. I understand that I can get the micropore properties at low pressures. However, when I see references, I see that the micropore volume from the plot is above 3 times higher in order than those I usually see in references. Is there a formula to be used to calculate the micropore volume from the values in the plot? Please find attached my spreadsheet/a picture of my plot.
Kind regards,
David
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Also, you can use t-plot method
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Hi All,
BET SSA was measured for a pigment (TiO2) using both octane sorption at 30 C (on an IGC system) and N2 sorption. Octane sorption measurement gave a BET SSA three times higher than that obtained through N2 sorption. Although I am aware that it is not straightforward to compare the two measurements mostly due to the different nature/size of the two adsorptive probes and to the different analysis conditions, is there any particular reason why octane sorption would give a BET SSA overestimation in comparison to N2 sorption. Should I not expect the other way around?
Thanks,
Antonio
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Hi, Antonio,
was N2 sorption measured classically at low temperature? Two (hypothetical) reasons: (1) octane-based SSA, even determined from an apparent (?) BET behavior, (was it?) involved in fact formation of multiple layers ..I would check with a great attention how well the BET-like trend looks like BET...Was it indeed BET or measuring distribution coefficients at few concentrations?
(2) In some cases nitrogen-based SSA is known to be less than the CO2-based SSA, due to the differences in temperature and strongly retarded diffusion of N2 at low temperature in small pores, as compared with CO2. Octane is obviously large nolecule (but not when it becomes a chain, at least in one direction), yet, here there might be also a similar effect involving an effective penetration of octane into relatively small pores at 30 C, ad compared with retarded diffusion of N2 at lowe temperatures. How porose is the material and how hysteretic is gas sorption? This could give an idea about role of small pores in accomodation of different size gases measured at different temperatures...
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Hello,
I am trying to do pre-test on SPE cartridges with ranges of pharmaceutics (8 with varying Kow) to check if I have adsorption of the manufactured cartridges (no material inserted, just the cartridge and the two frits). I am using Empty SPE cartridge with two frits (pre-inserted) from Agilent. However I do not get consistent results regarding to the adsorption of these pharmaceutics. When I spike 3mL of a 3ug/L solution of standards and let the solution sit 15 minutes in the cartridge, I obtain eluent concentrations ranging from 10 to 100% the solution I spiked (high Kow gives low results after elution) but also does not give me consistent results (from the same contaminant, I get concentrations of the eluents for example in a triplicate : 500 , 1000 and 1000 ng/L).
This seems quite extreme but I thought these materials were inert so I am wondering if anyone got the same problem and if you have some advice to give.
Thanks
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Please see the short instruction film about SPE recorded by Agilent Technologies:
Best regards,
Mateusz
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Cobalt(II) adsorption kinetics onto manganese oxide reached equilibrium within 10-15 min. Is it appropriate to fit these data with a pseudo-first & pseudo-second order kinetics?
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Everything will depend on the slope but at 15 minutes it will be difficult to have correct data
me at 30 minutes I can extract the data but provided that the slope is not abrupt
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One of my adsorbent system (dye + biosorbent) followed Psedo 2n order kinetic model which implies for chemisorption. But my Isotherm study showed that the adsorption process is Physical (Freundlich isotherm and D-R model). what will be the reason for this observation and how can I explain this phenomena?   
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You must remember, however, that on the one hand are my views and on the other the views of reviewers. And judging by the number of works, where there is a "cause and effect" relation between the compatibility of simple functions with kinetic data and the mechanism of adsorption, their view prevail. Regards,
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CBM Reservoir - Critical Desorption Pressure - Gas starts desorbing and diffusing in coal-matrix. Which of the following approaches better describe the in-situ desorption of methane gas within the low-porous low-permeable coal-matrix ??
Non-Equilibrium Sorption OR Sorption Kinetics??
Is it feasible to quantify the fraction of micro-pores, meso-pores and macro-pores/fractures associated with a typical coal-matrix?
And if we have such a complex distribution of mixed pore sizes within the coal-matrix, how far using Non-LInear Equlibrium Langmuir Sorption Isotherm is justified?
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what is understood under "non-equilibrium sorption" as contrasted with "sorption kinetics"? "Non-equilibrium" presumes either sorption or desorption kinetics. or, is that about exit from a metastable state?