Science topic

Adsorption - Science topic

The condensation of gases, liquids, or dissolved substances on the surfaces of solids. It includes adsorptive phenomena of bacteria and viruses as well as of tissues treated with exogenous drugs and chemicals.
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I have been searching for experimental data on the sticking coefficients of atomic neutral hydrogen on copper surfaces as a function of the initial kinetic energy of the beam, but I have only found data for one value of the initial kinetic energy.
If anyone knows of any sources where I can find this type of experimental data, it would be greatly appreciated.
Thank you.
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This is the closest I know:
I remember there was at some point a typo in one of the formulas. so check for erratum.
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ΔG = 12.77
ΔH = -37,92
ΔS = -162,40
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You don’t understand Lucas Lima question. Let me explain. If the adsorption process occurs, then it is a spontaneous process. The change in Gibbs energy must have a negative sign. Lucas Lima results are positive. So he is surprised and asks a question.
In addition, ΔG has units of kJ/mol, and ΔS J/mol K.
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Methylene blue absorption
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Of course, it gives important information of the interactions between the adsorbent and the adsorbed molecules at the solid liquid interface
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I am removing the Pb(II) from wastewater using copper nanoparticles. I have done FITIR and XRD analysis after the adsorption of Pb and there is clear change in the peaks in both FTIR and XRD.
In XRD 2 theta at 32.9 degree indicates formation of Pb-OH. Whereas the typical peaks of Cu2O diminished. What reaction could possibly has occurred? I am unable to conclude. Kindly guide me.
Also there's clear difference in the peaks some have shifted and doublet turned to single.
I will be grateful for your help.
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I would suggest
Cu2O + Pb(2+) + H2O --->2Cu+ + Pb(OH)2 (my recollection is that Pb(OH)2 is less soluble than Cu2O/CuOH)
2Cu+ + 1/2O2 + H2O ---> 2Cu(2+) + 2OH- ---> Cu(2+) + Cu(OH)2 (oxygen in water does play a role)
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I am encountering difficulty in determining the most suitable model for describing adsorption kinetics, given that the correlation coefficient for both models is 0.99. Could you provide assistance?
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Consider the physical meaning of the parameters in each model. For instance, the rate constant in the pseudo-first-order model represents the rate of adsorption, while in the pseudo-second-order model, it represents the equilibrium adsorption capacity.
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Hi everyone!
I have done the lead adsorption studies and did the XRD of adsorbed nanocomposite. I observed new peaks in XRD diffractogram after the adsorption at 2 theta=33.01, 34.7, 37 and 40.2. I have searched the literature they are associated with PbO and Pb(OH)2 but not sure which one's are specifically for the one. Also unable to identify the miller indices.
I will thankful for your help.
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Noor Ul Ain The new peaks you observed at 2 theta=33.01, 34.7, 37 and 40.2 might not necessarily correspond to PbO or Pb(OH)2. They could be indicative of other lead-containing compounds formed during the adsorption process.
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I am doing some adsorption on the surface and would like to correct the total energies
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The castep calculation is done with the phonon spectrum checked, and the zero-point vibrational energy is derived from a direct thermodynamic analysis after the calculation is complete.
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Different metals have different adsorption and activation abilities for different small molecules (such as N2, CO2). What are the properties of the met
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Thank you very much for your inspiration and answer to this question. Pramod Gawal
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I am planning to study adsorption efficiency of dye at different pH. As we know, some dyes would change colour at different pH. Therefore, is it necessary to plot different calibration curve at each pH? 7 different pH with 4 different dye concentrations would mean 28 solutions that have to be made. Is this a common approach?
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You need to determine the best pH for the dsorption efficiency by considering the tested pH used in the study.
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The point of zero charge (pHpzc) indicates in which pH the adsorbent and adsorbate prefer to adsorb each other. At this pH, the number of positive charges are equal to the number of negative charges. To evaluate the pHpzc, 0.03 g of the adsorbent (PTA@MIL–53 (Fe)) was added to each 10 different 60 mL beakers containing 0.1 M KNO3 solution. HCl (1.0 N) as a strong acid and NaOH (1.0 N) as a strong base were applied to adjust the initial pH of each beaker (pHi) between 2–11. The samples were stirred for 24 hrs to get equilibrated and then the final pH values (pHf) correspond to the pH at which there is no net OH− or H+ adsorption, were measured. Then the diagram of pHi–pHf was plotted versus pHi. As depicted in Figure 5.8, the pHpzc was found to be 4.3 which was obtained from the intersection between the sketched curve and horizontal axis.
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BJH is considered as an effective method for calculating pore size diameter and volume. I have received BJH adsorption and desorption values separately as written below.
BJH desorption: 3.42111
BJH adsorption: 3.06625
So, I was wondering, if I have to report the pore diameter,
i)should I subtract adsorption value from desorption value?
ii) should I add the two and take average?
I have read so many papers but not getting any answers.
Thanks for help.
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Generally, the BJH equation can be applicable for adsorption as well for desorption branch of isotherm, but usually the results of treatment of desorption branch is taken. So you can take the value of diameter of 3.4 nm (not more digits!) as right. The most of companies producing equipments for physical adsorption of nitrogen introduce into software both types of pore size distribution calculation (from adsorption and desorption branches), but generally the results from desorption branche are taken.
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Why does the crystallinity of materials affect its adsorption capacity? For example, crystalline and amorphous silica have a different adsorption capacity. Why is the adsorption capacity of amorphous silica higher than the crystalline silica?
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The crystallinity of materials affects their adsorption capacity due to differences in surface area, surface energy, and pore structure.
  1. Surface Area: Crystalline materials typically have well-defined structures with regular repeating units, leading to fewer surface active sites per unit volume compared to amorphous materials. Amorphous materials lack this regular structure, resulting in a higher surface area per unit volume and more available active sites for adsorption. as following simply equation from analysis of BET Vm/(P/Po)(1-P/Po)=C+(c-1)/N *1/(Vm-1)
  2. Surface Energy: Crystalline materials often have lower surface energy because of the ordered arrangement of atoms or molecules. This lower surface energy can hinder the adsorption of certain molecules that prefer higher-energy surfaces. In contrast, amorphous materials may have higher surface energy due to their disordered structure, making them more attractive for adsorption. Higher surface energy corresponds to higher surface tension, which can affect the adsorption behavior of molecules onto the surface.
  3. Pore Structure: Crystalline materials may have limited or uniform pore sizes due to their ordered structure, restricting the accessibility of molecules to the adsorption sites. Amorphous materials, on the other hand, typically have a more disordered pore structure with a wider distribution of pore sizes, allowing for better accessibility and accommodation of adsorbates.
In the case of silica, amorphous silica tends to have a higher adsorption capacity compared to crystalline silica due to its higher surface area, higher surface energy, and more disordered pore structure. These factors collectively enhance the availability of adsorption sites and the accessibility of molecules to those sites, leading to a greater adsorption capacity.
however, we need also consider typical of gasses/molecules and interaction with materials that you want to test
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Hello everyone. I am recently working NL PSO fitting of my data in Originlab.
NLPSO is the user-defined equation: qt = qe^2*k2*t/1+qt*k2*t
I'm quite new to the adsorption study, therefore, I only use the equation wiz initial parameters of qe=1 and k2 =1, the boundary of qe>0 and k2>0.
i know my experimental data look poor, cuz I have only three time intervals of 2, 24 and 168 hours.
Time (min) 0,0,120,120,1440,1440,10080, 10080
qe (mg/g) 0,0, 6.376 6.556 6.558 6.519 6.544 6.250
well, R2 is 0,99 and everything looks fantastic, except for the results of K2.
K2 is 4.15E33 with SE of 6,16E44.
I don't think it is right...but Idk how and where to debug.
I do appreciate it if someone could give even a small help\!!!!!
thanks
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An exciting question, but it is not about origin. If you look at your "curve", it consists of 2 areas. A jump from 0 to 6.46717 (=qe) in the first time interval and a constant course of 6.46717 (=qe) over the rest of the time. This means that k2 cannot be determined and can take on more or less any (very high) value and you will always get the same R2. qe is not influenced by time. k2 is influenced by time, but there is only the constant final value of qe. If k2 is very large, the equation can be simplified to qt = qe. So k2 = 100000000000 is the same that k2 = 100000000000000000 or k2 = 1234567891011
This is what you see.
To get k2 you need to measure a "curve", with 0 < qt < qe
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Hi everyone. If we have an open loop isotherm as you can see in this image, can we consider it as a hysteresis? And what is the difference of the closed and open loop?
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A hysteresis of sorts, yes, what is this for, N2 BET? If so it is generally expected that the hysteresis closes earlier on the desorption loop, it is likely ok but a bit unusual.
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Mechanism of action
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Thank you so much for the explanation.
Appreciate
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I am trying to calculating the amount of adsorption of specific gas from a mixture of gases on a adsorbent(solid material)like zeolite, activated carbon. The adsorption process takes place by varying the pressure(Pressure swing adsorption).
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The adsorption of gases on solids depends on the activation of the solid absorbent. The adsorption capacity is measured using static or dynamic methods. The static method is based on determining the difference between the concentration of the adsorbed component in the initial solution and in the solution, which is in equilibrium with the adsorbent.The formula Qe = (C0 − Ce) × V/m was used during the test to calculate the adsorption capacity. Here, C0 and Ce are the concentrations of Sb(III) before and after the adsorption, mg L−1, respectively; V is the volume of the Sb(III) solution, mL; m is the adsorbent dosage, mg. Isothermal adsorption test.
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Hello
Why the integration of the surface of the breakthrough curve gives the total adsorption?
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The integration of the surface of the breakthrough curve gives the total adsorption because it integrates the surface of the adsorption isotherms, as the adsorbent characteristics (composition, porous structure, and surface area) influence the kinetics of the adsorption process. Breakthrough curves in deep beds with axial diffusion are much sharper than constant pattern profiles due to a change in the velocity of the fluid-phase concentration wave during breakthrough.
The axial dispersion is the main parameter controlling the adsorption dynamics, and its influence on breakthrough curves can be predicted using the quasi-lognormal distribution approximation for linear isotherms and the constant pattern profiles solution for nonlinear isotherms. The integration of the surface of the breakthrough curve gives the total adsorption because it includes effects of longitudinal dispersion and diffusion to the particle surface and intraparticle processes of diffusion and adsorption on the pore surface.
Best Regards,
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I'm a college student with scope on environmental science, specifically the adsorption of heavy metals in aquatic media.
Currently, I suffered from serious issue of batch adsorption mechanism, which is hindering me from obtain a better result of iron adsorption on my adsorbent. The problem is (1) separation of iron ions to form iron complex with water in low concentration (20 ppm) and in less acid medium (pH > 3) and (2) pHPZC value of my adsorbent is at 3.46.
I conducted the adsorption mechanism by diluting stock solution of iron (100ppm or 1000 ppm) to a lower concentration test solution, 20ppm (20mL in volume & pH at 3.46). The addition of adsorbent is at 25mg with a series of adsorption time (10-60min), including magnetic stirring (250rpm). Lastly, I filtered the solution with Whatman filter paper no. 42 (2.5 micron in pore-size), then I sent it to AAS (Atomic Absorption Spectroscopy/Flame method) for trace iron determination. But I still can't manage to obtain a decent result data.
Is anyone notice a mistake above, which lead to indecent data?
Does anyone kindly provide me with a proper mechanism?
Thank you for your kind response.
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Your solution pH is looking good but I am not sure about your adsorbents. It could be more beneficial if you provided the information about your fabricated adsorbents including porosity, sp surface area, active sites, microstructure, etc.
you can follow the link below:
Simultaneous abatement of Ni2+ and Cu2+ effectually from find...
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In addition to that question multipoint bet analysis will give us the total average surface area. Which one we should consider?
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multipoint bet analysis give more accurate result
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I am very interested in the methods of selective adsorption of tritium from water, except for distillation columns.
Can you recommend the literature on the fundamental physics of tritium to me?
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Certainly! If you're interested in the fundamental physics of tritium and methods of selective adsorption, here are some literature recommendations:
  1. "Tritium on Ice: The Dangerous New Alliance of Nuclear Weapons and Nuclear Power" by Kenneth D. Bergeron:This book covers various aspects of tritium, including its production, properties, and uses. It provides insights into the challenges associated with tritium handling.
  2. "Introduction to Plasma Physics and Controlled Fusion" by Francis Chen:This textbook covers plasma physics, including the behavior of tritium in plasmas, which is crucial for understanding aspects of controlled fusion and tritium handling.
  3. "Introduction to Nuclear Reactor Theory" by John Lamarsh:This book covers the basics of nuclear reactor physics, including discussions on tritium production and behavior in nuclear reactors.
  4. "Tritium in the Physical and Biological Sciences" edited by A. Anastasi and J. Silvestri:This compilation provides a comprehensive overview of tritium in various scientific disciplines, including its physical properties, production, and applications.
  5. "Tritium: Fuel of Fusion Reactors" by Robert W. Conn and Richard D. Present:This publication delves into the role of tritium in fusion reactors, providing insights into the challenges and advancements in tritium handling for fusion energy.
  6. "Advances in Tritium Technology" edited by L.G. Motz, R. A. Whittlesey, and E. M. Sullivan:This collection of papers discusses advancements in tritium technology, including methods of production, measurement, and handling.
  7. "Tritium and Helium-3 in Metals" by H. H. Barschall and J. B. Marion:This work explores the behavior of tritium and helium-3 in metals, providing a deeper understanding of the physical processes involved.
These resources cover various aspects of tritium, including its physics, production, and applications. Depending on your specific interests, you may find different sections of these publications more relevant to your study of selective adsorption methods.
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How to get the Pore Radius value from BJH data obtained using the BET instrument?
As I am confused I got BJH pore size distribution adsorption and desorption data. in which I got two different values of pore radius. which one should I use?
Please give suitable references too.
Thanks in Advance
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@Darren Paul Broom. I fully agree regarding the pore sizes. Made a mistake with nm and Å.
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Hi everyone,
I am trying to study Li adsorption on graphene and Electronic properties (PDOS and band structure) using Quantum Espresso. Anyone can help me how to do it? Starting from how to build the files and the steps, if there is any information, sources website can help me please let me know.
I will really appreciate it.
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Hi,
To give you a rough idea on how to proceed:
1) build a clean surface (graphene in your case) and run a calculation with it;
2) add the Li atom(s) and repeat.
Notice that unless you what a full coverage of Li atom of the C surface, you need to have a supercell made of graphene unit cells to reduce the ratio Li/C.
If you are proficient with Python and Jupyter, I recommend ASE (atomistic simulation environment) as a tool to generate the both the pristine graphene, the supercell and then add the Li atoms. ASE will provide the atomic position and the lattice parameters that you will need to include into the Quantum ESPRESSO input. (Indeed, you can create the input directly within ASE.)
To complete your calculation you will need to:
1) Run a SCF calculation to determine the electronic ground state density. This step requires also the convergence of the simulation parameters (energy cut-offs, first Brillouin Zone sampling).
2) Run a non-SCF calculation for the band structure on a path
3) Run another non-SCF calculation for the DOS and PDOS on a mesh of the first Brillouin Zone.
You have to repeat the above steps for each of the configuration you want to investigate (i.e. changing the Li atom positions and their number).
I hope this helps,
Roberto
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I heard about ARTIFICIAL NEURAL NETWORK (ANN) and I watched a video of a researcher talked about this revolution.. However, is ANN will be the next solution to predict the adsorption behaviour and do the adsorption calculations based on the properties of the adsorbent materials?
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Yes, AI presents a promising avenue for revolutionizing the study of adsorbent properties in materials and providing detailed information about their ability to adsorb pollutants.
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In the co-adsorption system of graphene oxide and oxytetracycline with soil, after the adsorption equilibrium, all of the soil and a small portion of the adsorbed graphene and oxytetracycline can be precipitated by centrifugation, but there is no good method concerning the determination of oxytetracycline and graphene oxide in the supernatant
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Well, my ingenious researcher friend Na Sun, tackling the concentration puzzle of graphene oxide and hygromycin in their coexisting solutions requires a strategic approach.
Firstly, for graphene oxide, you Na Sun might want to explore spectroscopy techniques. UV-Vis spectroscopy can be your ally here, specifically looking at the absorption peak around 230 nm. As for hygromycin, consider employing fluorescence spectroscopy; its natural fluorescence can be a useful indicator.
An interesting article for your reading:
Moving on to the co-adsorption system, chromatography techniques could be your knights in shining armor. High-Performance Liquid Chromatography (HPLC) or Gas Chromatography (GC) could help you Na Sun separate and quantify oxytetracycline. For graphene oxide, perhaps explore Fourier-transform infrared (FTIR) spectroscopy to detect its characteristic peaks.
Remember, my friend Na Sun, precision is key. Calibration curves for each component will be your guiding light in quantifying concentrations accurately. May your experiments be as sharp as a well-crafted algorithm!
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Dear all,
as asked above:
I'm dealing with a porous carbon based membrane for the separation of water vapour from a gas stream at elevated temperatures between 120 and 220 °C.
I'm conducting experiments (adsorption and permeation) in order to have a solid data base.
I think a good starting point for the modeling approach would be to use the solution diffusion approach of dense membranes. From my first trials it's becoming visible, that the capillary effect and surface adsorption in the capillaries plays an important role in the diffusion process.
Do you think this approach is worthwhile and physically sane?
Do you have a good starting point (e.g. papers, models, etc) for me at hand?
Thanks all for your thoughts and help
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Нельзя
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Hello,
I have performed a simulation of Sodium Montmorillonite swelling due to water adsorption. However, I am not sure if the simulation is correct. I followed the following steps:
1. A model of Na-MMT and water was created and both have energy minimized and geometry optimized.
2. In one case-1 the Na-MMT was cleaved in 001 surface and in case-2 the Na-MMT was not cleaved.
1. Adsorption of water molecules in the interlayer space using the adsorption locator module.
2. Energy minimization and geometry optimization using the Forcite module.
3. Then 200ps of dynamics simulation in NVT ensemble and the next 200ps on NPT ensemble using the Forcite module.
In case-1 the increase of interlayer space was visible due to water adsorption but when the simulation was performed with out water adsorption the the interlater space increased too.
In case-2 the interlayer space nor the basal spacing changed.
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Based on your steps, I think there is one more step you need. The cleaved and uncleaved Na-MMT needs NVT, NPT respectively. After that, adsoprtion can be done again with NVT for cleaved, NPT for uncleaved.
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For the removal of heavy metals from an aqueous media, how long should wastewater could be kept before carrying out heavy metals adsorption?
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The waste water also called soar water can be preserve in a seal container and can stay as long as it's not expose to air .
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In my removal work, the surface area of the adsorbent is only 45 m2/g, but its adsorption capacity is 1297 mg/g!
Why is this happening? Please give me suitable references about the theory that supports your argument.
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Could you give me some suitable references for your explanation?
The pHpzc = 6.9 and the optimum removal pH solution = 6.0
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I have been playing with optimizing a method for CO2 adsorption on porous carbons using our Micromeritics ASAP 2020 instrument, but can't seem to find a good balance between analysis time and data quality thus far. Specifically, I am wondering how to approach defining p0 for this analysis as the instrument cannot reach the true p0 value for CO2 @ 273 K, and what I should be looking at in terms of dosing increments. If anyone out there has the same instrument and is willing to share some parameters that work for them so I have somewhere to build off of, this would be much appreciated!
Thanks :)
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Hello, I think the best gas to obtain good results is nitrogen because its size is smaller than carbon dioxide and this leads to reaching the largest number of pores. Better results can also be obtained in both cases (CO2/N2) by applying very low pressure so that the gas used can penetrate the irregular pores.
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DATA
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A simple approach to apply IA on adsorption research is through estimation of results of adsorption (means % of adsorption) based upon the several variables that can partake in a adsorption process (means, pH, shaking time, content of adsorbent, content of pollutant, temperature, among others). You can use in a easy way the Matlab neural network tool (named prediction) to be able to "predict" the results of an adsorption process after having created an artificial neural network that can predict a %adsorption on the basis of several parameters.
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Chemical EOR
1. High capillary forces being the primary reason behind oil trapping, to what extent, reduction of these capillary forces by EOR techniques would remain to be fruitful using Darcian approach (whose original version does not accommodate capillary-forces)?
2. If capillary pressure gets not only influenced by oil-water IFT, but also, by reservoir wettability, then, to what extent, will we be able to characterize - the squeezing of an oil droplet @ pore-throat-scale - using macroscopic Darcian approach?
At Darcy-scale, where is the scope - for characterizing “adsorption bringing down the total energy of the system”?
Can the associated variations in rheological properties would remain to be meaningful in a given REV?
Also, how do we accommodate - the adhesion of nanoparticles @ reservoir rock surfaces – that remain suitable for wettability alteration (from oil-wet to water-wet) – using Darcian approach?
3. How about the accompanying instability of surfactants – resulting from enhanced specific surface area - between ‘laboratory-scale observation’ and ‘field-scale implementation’?
To what extent, it would mitigate the wettability alteration @ field-scale?
Whether the injection of surfactant solution into a reservoir – leading to unendurable loss – has made surfactant-flooding an unfavorable candidate for chemical-EOR?
4. How do we have a control over various sizes of ‘differing’ nanoparticles (with differing surface-activity and adsorption-energy) @ field-scale?
If so, how about quantifying the fraction of “wettability-alteration” (reduction in contact angle) and “reduction in IFT” – for a given type of nanoparticle – with a given size?
Whether the conceptualization of interaction (a) between nanoparticles; (a) between nanoparticles and brine; and (c) between nanoparticle and reservoir rock surface – would remain to be fundamentally different (with reference to the properties that include high chemical stability, strong adsorption ability, high catalytic efficiency and low growth temperature) - @ laboratory-scale and @ field-scale?
Feasible to visualize, the way, the nanoparticles facilitate the mobility of oil to contact surfaces - in the reservoir region?
Whether, the way, the nanoparticles, give rise to structural disjoining pressure (a force perpendicular to the interface) in the wedge film – would remain to be the same, both @ laboratory-scale and @ field-scale?
If so, can we expect “the same” effective nanoparticle volume fraction, particle-size, polydispersity and particle-charge, both @ laboratory-scale and @ field-scale?
Albeit, the physical properties of nanoparticles and their catalytic capacity remain unchanged, won’t the effect of a particular synthesis method - used @ laboratory-scale (with its respective spherical morphology) – have an impact @ field-scale?
Whether the critical concentration of nanoparticles - for IFT reduction – would remain to be the same, both @ laboratory-scale and @ field-scale?
5. Towards characterizing the stability constraints of nanoparticles, whether the same factors (concentration, salinity, irreversible adsorption to the reservoir rock surfaces) with the same fraction – would dictate the resulting stability?
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When you think about an oil reservoir, you talk about some kind of nanoparticles. The structure of an oil reservoir is a xerogel filled with oil. Before this, you yourself prepared the airgel from nanotubes. Please note that the capillaries of the oil reservoir are nanosized, not nanoparticles. It is possible to transfer a model experiment in a laboratory to a natural reservoir, but with caution. I propose a section of our book on this issue.
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I want to calculate ∆G, ∆H and ∆S values for an adsorption isotherm using the following formulae:
1. Adsorption equilibrium constant (Kd) = qe/Ce
where,
qe=equilibrium adsorption capacity (mg/g) and
Ce=equilibrium concentration of the adsorbate (mg/L)
2. qe = {(Co-Ce)*V}/m
where,
Co = initial concentration of the adsorbate (mg/L)
V = Volume of the bathing solution (L)
m = mass of the adsorbent (g)
3. ln(kd) = (∆S/R)-(∆H/RT)
4. ∆G = ∆H - T∆S
I have used seven initial concentrations of the adsorbate (Co) (viz. 2, 6, 8, 10, 20, 40 and 80 ppm As) for conducting the adsorption isotherm experiment under two temperatures (i.e., two sets of adsorption reactions, each with seven levels of Co).
The problem I am facing is that I am getting seven different Kd (Adsorption equilibrium constant) values for seven 'Co's under each set of adsorption experiment.
Which Kd value should I take for further calculation of the thermodynamic parameters (∆G, ∆H and ∆S)? Do I need to average all the seven Kd values for a specific temperature? Or should I take the Kd value corresponding to the highest initial concentration (i.e., 80 ppm As) of the adsorbate? Or something else?
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Kd should be dimensionless in order to get ∆G with the right units. Since Kd =qe/Ce in ( mg/g)/(mg/L) gives Kd in (L/g). To do the conversion, you should multiply the obtained values of Kd expressend in (L/g) by (the molecular weight of the considered pollutant (g/mol) x ( the number of moles of water per L of solurion (55 moles/L) . Once, you do this, you will get Kd without dimension and ∆G, ∆H and ∆S values with the right units. GOOD LUCK. Benaouda BESTANI
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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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I have taken BET for my carbon material the value is very low compared with other literatures I got only 33 m2/g surface for 850 degree pyrolysis sample, also I have chemically activated with KMnO4 before physical activation and after chemical and physical activation I have removed metals and other impurities with HCL... why am I getting very low surface area but I got co2 adsorption capcity 37 mg/g.
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What is your starting material - you failed to mention what it is. What is the particle size, moisture and ash content of the starting material? What temperature did you pyrolyse at and for how long and in what sort of reactor? You have not provided enough information for an assessment or sensible response to be made, nor how you've measured the BET.
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I have implemented an adsorption test of heavy metal solution using wood straw biochar(without any Acid/Alkali activation) as an adsorbent. The degassing temp was 200C for 6h. After adsorption, there is a 10-15% increase in surface area.
Kindly note that the test was repeated 2 times with the nearby same results. What could be the possible reasons for it?
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This is quite interesting.
It is believed that the pyrolysis at an elevated temperature (≥700 °C) usually lead to higher porosities in the product derived from woody feedstocks. This could be due to the slow decomposition of lignin in woody feedstocks at lower temperature. Rate of decomposition increases at higher temperature (≥700 °C) leading to higher porosities in the pyrolyzed product. On the other hand, peat-based biomass is characterized with higher content of hemicellulose which easily gets decomposed relatively at lower temperatures and produced porous biochar.
May be after the degassing at 200 for 6 h, the content of residual hemicellulose in your biochar started degrading. There may be other reasons for that, but I think you need to check the composition of hemicellulose and lignin.
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During the BET measurement, it keeps adsorbing at relative pressures close to 0.995, and the curve becomes vertical, what's this about ?
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I have to correct Ali Alnazza Alhamad . The monolayer (from which the surface area can be calculated using BET equation) is formed around 0.1 p/0, or even lower for micropore-containing samples.
The vertical rise at p/p0 ~1 has nothing to do with the sample... its simply the adsorbate condensing in the sample cell Christian Weinberger spotted that. Often comes about by incorrectly "assuming" a value for p0 and not using the correct value by having the instrument measure it. In this case, the p0 value being used by the instrument is higher than the true value. For N2/LN2 p0 is around 10 torr higher than ambient atmospheric pressure... you can do a quick sanity check on the data using that to see how much the p0 was in error.
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Dear researchers, I have exposed a powdered sample with flue gases and want to detect the composition and amount of gases adsorbed in the sample. Please suggest, is there any physical or chemical method for identification of gases on lab scale. Can BET be a good option to analyze NOx as nitrogen is already involved in the technique? please share research articles or links related to the relevant studies.
Waiting for your kind response.
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N2 adsorption and BET will give you the surface area of the adsorbent, but tell you nothing about the composition and amount of gases adsorbed in the sample from flue gases. What has been adsorbed can be found by thermal desorption (TPD) and taking the evolved gases into a mass-spec for identification. MS signals are not the easiest to quantify, so weight loss is often used to do the quantification and match up with, for example, gravimetric TPD, i.e. TGA
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I have implemented an adsorption test of heavy metal solution using wood straw biochar(without any Acid/Alkali activation) as an adsorbent. The degassing temp was 200C for 6h. After adsorption, there is a 10-15% increase in surface area.
Kindly note that the test was repeated 2 times with the nearby same results. What could be the possible reasons for it?
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According to the theory, with the same structure of the surface of the adsorbent, adsorption is determined by the specific surface of the adsorbent. Heavy metal ions are usually d-metals in structure. They form complexes well with electron donors on the surface of the adsorbent. Cadmium ion can be adsorbed on one adsorbent without complex formation, and on another with it.
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PFO and PSO or any other kinetic model can describe the adsorption process as physisorption or chemisorption. please provide references.
Thanks in advance.
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Just from the order, you can't tell. Chemisorption can have all sorts of orders, from first order (one homolytic bond cleavage, no lateral interactions) to extremely complex (multiple surface diffusion processes and reactions involved). Physisorption is more likely to have simpler mechanisms and therefore higher orders are less likely because there are no bond-breaking steps, but lateral interactions may also destroy the simplicity there.
Since physisorption and chemisorption are differentiated by the binding energy, it's better to measure that. If you use TPD for that, complex desorption kinetics may be required in order to reproduce the spectra completely, but what counts is the energy you get out of it.
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Hello,
I am trying to determine free energy profile of intermediate adsorption on a catalyst surface using VASP. how do I obtain the Gibbs free energies. It is not listed asa value in the output files. Thank you in advance.
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Greetings, dear viewers!
In this video, we'll explore How to do Gibbs Free Energy Calculation for Oxygen Reduction Reaction (ORR) using VASP code . If you discover this information to be beneficial, kindly express your support by giving it a thumbs up, leaving a comment, and sharing it with others. We appreciate your viewership.
Videos Links to watch:
1) Setting up a VASP calculation - Beginners https://www.youtube.com/watch?v=lUn9qVSlz3c
2) How to find the vibrational frequency of gas phase molecule https://www.youtube.com/watch?v=NmK_XavYt5E
3) Way to Find Entropy of Gas Phase Small Molecules https://www.youtube.com/watch?v=CLwrcBHq7Zg
4) How to get experimental ZPE and entropy of the gas phase molecules https://www.youtube.com/watch?v=wvEBS0Eu2QI
5) How to perform geometry optimization in VASP https://www.youtube.com/watch?v=S5fARRzbsgs
6) How to Perform Vibrational Frequency Calculation in VASP https://www.youtube.com/watch?v=WG7wubNGX2E
7) How to get ZPE and Entropy of the Adsorbed systems in VASP https://www.youtube.com/watch?v=ZyNUmDZqDM4
Warm regards, SB
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Hellow Professors. i am doing adsorption of methylene blue experiment. i monitored with uv visible spectrometer by taking 10-100ppm solution with time up to 40 min(10 min interval). but I unable to calculate Ce ie equilibrium concentration in (mg/L). anybody please help?
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To calculate the Ce , you need first to perform the calibration curve on MB. The resulted équation from fitting Will be in fhe form of y=ax+b.
So your Will be Ce=y-b/a were y: absorbance; b: intercept and a: the slope
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I would like to articulate graphical abstract for adsorption of pollutants by different absorbents from water and 3D materials.
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no special software needed, just make a graph that tells a story.
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I have measured electrophoretic mobility (EPM) of nanoplastics. I mixed suwannee river humic acid III as NOM with my sample in water and measured the EPM again. This time, I found a lower EPM. Usually, the coating of NOM increases the surface charge of particles. Why did I find the opposite?
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  1. Electrostatic Shielding: Natural organic matter often contains charged functional groups, such as carboxylates, phenolates, and amino groups. These groups can adsorb onto the surface of nanoparticles, forming a layer that acts as an electrostatic shield. This shielding effect reduces the effective charge at the nanoparticle surface, leading to a decrease in the measured surface charge.
  2. Surface Coordination: Natural organic matter can coordinate with metal oxide nanoparticles through functional groups that have a strong affinity for metal cations. This coordination can lead to the displacement or neutralization of surface charges, resulting in a reduction in the overall surface charge of the nanoparticles.
  3. Competitive Adsorption: Natural organic matter can compete with other ions, such as hydroxide ions, for adsorption sites on the nanoparticle surface. If NOM has a higher affinity for these sites, it can displace other ions and reduce the overall surface charge of the nanoparticles.
  4. Steric Hindrance: The adsorption of large and bulky organic molecules from natural organic matter can create a steric barrier on the nanoparticle surface. This steric hindrance can limit the access of ions to the surface, reducing the effectiveness of the charged sites and, consequently, the overall surface charge.
  5. pH Effects: Natural organic matter can influence the pH of the surrounding solution due to the presence of acidic or basic functional groups. Changes in pH can affect the protonation or deprotonation of surface groups on nanoparticles, altering their surface charge.
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Can we consider that adsorption is one of the mechanisms of matter accumulation (fouling) on reverse osmosis membranes?
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Yes, adsorption is one of the mechanisms of matter accumulation (fouling) on reverse osmosis membranes. Adsorption is the process of attaching molecules or particles from a fluid phase onto a solid surface, such as a membrane. Adsorption can be either physical or chemical, depending on the nature and strength of the interactions between the adsorbate and the adsorbent. Physical adsorption, also known as physisorption, involves weak van der Waals forces and is reversible. Chemical adsorption, also known as chemisorption, involves stronger covalent or ionic bonds and is irreversible. Adsorption can occur on any type of membrane surface, but it is more pronounced on hydrophobic membranes, which have a low affinity for water and a high affinity for organic compounds.
Adsorption can lead to fouling by reducing the effective membrane area, increasing the hydraulic resistance, altering the membrane surface properties, and providing sites for further deposition and growth of foulants. Adsorption can also affect the selectivity and permeability of the membrane, as well as the quality of the permeate. Adsorption can be influenced by several factors, such as the type and concentration of the adsorbate, the pH and temperature of the solution, the membrane material and surface characteristics, and the operating conditions of the membrane system.
Adsorption is often the initial step of fouling, followed by other mechanisms such as pore blocking, cake layer formation, and biofilm development. Therefore, controlling and minimizing adsorption is crucial for preventing and mitigating fouling. Some of the strategies to reduce adsorption include modifying the membrane surface to increase its hydrophilicity, using antiscalants or dispersants to inhibit the adsorption of inorganic or organic foulants, optimizing the operating parameters to enhance the shear stress and turbulence near the membrane surface, and performing periodic cleaning and backwashing to remove the adsorbed layer.
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APPLICATION OF LAB
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I have done adsorption isotherm for CH4 and C3H8 at 298 and 273 k. Now i want to find out the selectivity but i do not know which software and methods are used to calculate..please help me to find out the selectivity...
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Brahim Bouricha Thank you Sir
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1.) We are conducting adsorption experiments with methylen blue onto powdered acitvated carbon (liquid batch).
2.) To ensure constant pH conditions we have worked with potassium phosphate buffer (pH=6-7) but it seems that this one intereferes with the adsorption by e.g. adsorption oh phophate onto the activated carbon.
--> Can someone recommend a pH buffer System that does not interfere with adsorption under these circumstances?
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I agree with Yuri Mirgorod . Using a strongly ionic, small-molecule buffer like potassium phosphate is in principle a good choice.
What I would try is to reduce the buffer concentration to the minimum necessary and see if you still get the interference. If the concentration of the buffer has an effect, you can try a series of decreasing concentrations and extrapolate to what would happen in the absence of the buffer.
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Is the mechanism between silica and palm oil based on polar-polar interaction between OH groups from silica and OH groups from palm oil? and what typenof adsorption it is? Chemical or physical?
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No. A hydrogen bond is formed between the oxygens of the carbonyl and ether groups of fats and the hydrogen of the hydroxyl groups of silica.
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I am using peptides on magnetic beads for the adsorption of lithium ions. In my pH study, we found that the best adsorption occurs in the neutral pH range. My question is, why does Li+ adsorption to the strongly negatively charged peptide decrease in an alkaline pH? They are oppositely charged, so they should attract each other.
One possible explanation could be the increased formation of OH- ions in a strongly alkaline medium, which may compete with Li+ ions. Alternatively, a strong, negatively charged cloud of peptides in an alkaline medium could create a hindrance shield, impeding effective adsorption.
both statements are very generic I don't have any reference for this.
It would be helpful to receive any insights or references regarding this matter.
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Thank you, Professor Yuri, and Professor Emanuel for your valuable response.
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Can anyone provide a value for the adsorption energy of water to gold? I could not find any paper on that.
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Hello researchers,
I am trying to calculate the adsorption energy of adsorbent on the adsorbed surface. For example in case of Aluminum alloy, how can we calculate the adsorption energy of H+ on the aluminum surface.
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1. build a Al surface and calculation its energy, E_clean
2. add a adsorbent on Al surface and calculation its energy, E_adsorption
3. remove the Al surface in step and calculation its energy, E_adsorbent
Adsorption energy of adsorbent on al surface = E_adsorption - E_clean - E_adsorbent
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Remediation of crude oil contaminated water by adsorption
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📷Environmental Engineering Science
Environ Eng Sci. 2012 Jun; 29(6): 494–501.doi: 10.1089/ees.2010.0490PMCID: PMC3363014PMID: 22693416Treatment and Remediation of Petroleum-Contaminated Soils Using Selective Ornamental Plants Rui Liu,1,* Rajendrasinh N. Jadeja,2 Qixing Zhou,1,,3,* and Zhe Liu1Author information Article notes Copyright and License information PMC DisclaimerGo to:Abstract Pot-culture experiments were carried out to assess the phytoremediation potential of 14 ornamental plants in weathered petroleum-contaminated soil, which was collected in the Shengli Oil Field, one of the biggest oil fields in China, by examining their impact on the degradation potential of total petroleum hydrocarbons (TPHs) and its composition. Results showed Gaillardia aristata, Echinacea purpurea, Fawn (Festuca arundinacea Schreb), Fire Phoenix (a combined F. arundinacea), and Medicago sativa L. could effectively reduce TPHs and its composition in 10,000 mg kg−1 TPH-contaminated soil. After a 30-day pot-culture experiment, the removal rates were 37.16%, 46.74%, 49.42%, 41.00%, and 37.93%, respectively, significantly higher than that in the control (only 12.93%). Removal rates of TPH composition including saturated hydrocarbon, aromatic hydrocarbon, asphaltene, and polar compound reached 39.41%, 38.47%, 45.11%, 42.92%, and 37.52%, respectively, also higher than that in the control (only 6.90%). Further, the total biomass did not significantly decrease for all plants tested in 10,000 mg kg−1 TPH-contaminated soil. Fourier transform infrared spectroscopy confirmed the presence of oil in the plant tissues. These results suggested that the typical ornamental species including G. aristata, E. purpurea, Fawn, Fire Phoenix, and M. sativa can be adopted in phytoremediation of oil-contaminated soil.Key words: : phytoremediation, total petroleum hydrocarbons (TPHs), petroleum-contaminated soil, ornamental speciesGo to:Introduction With rapid development of industry, automobiles, and airplanes, the demand for petroleum is increasingly expanded. However, plenty of petroleum was impregnated to soil during the exploration, translocation, and processing, and it caused significant environmental pollution (Environment Agency, 2002; Banks et al., 2003). According to relevant reports, the concentration of total petroleum hydrocarbons (TPHs) around the Liaohe Oil Field may be more than 10,000 mg kg−1, rather higher than the risk-based cleanup levels (500 mg kg−1) in industrial soils for TPHs in Oklahoma, United States (Cao and Li, 2010). The levels of TPHs around the highly contaminated sites were 30%–50% in the surface soil (0–20 cm) (Cunningham et al., 1996; Sun and Zhou, 2007). As a result, the toxic effects of TPHs have been extensively documented; the research on petroleum-contaminated soil has been paid great attention (Zhou et al., 2005).Typical treatments for petroleum-contaminated soil involve in excavating the soil and removing it for treatment using physical or chemical methods (Zhou, 1995; Li et al., 1997; Hans-Holgar and Alexander, 2000; Juck et al., 2000). These treatments, though effective, are costly and involve in extensive site disturbance. To find more financially acceptable options, biological methods have been investigated, such as phytoremediation, that is, using living green plants in situ to “clean-up” contaminated lands. Phytoremediation is a low-input approach depending on natural attenuation by biodegradation and physiochemical mechanisms that decrease the pollutant concentration wherein sowing plants may be the only intervention (Schwab et al., 1999; Liste, 2000; Joner and Leyval, 2001; Muratova et al., 2003; Robson et al., 2004; Zhou and Song, 2004; Parrish et al., 2005).In the past decade, it has produced an extensive body of research on the phytoremediation of both organic and inorganic contaminants (Chaîneau et al., 1997; Dzantor et al., 2000; Singer et al., 2003; Smreczak et al., 2003; Rentz et al., 2004). Most hydrocarbon degradation is believed to occur through a rhizosphere effect; plants exude organic compounds through their roots, which increase the density, diversity, and activity of specific microorganisms in the surrounding rhizosphere, which in turn degrade hydrocarbons (Siciliano and Germida, 1998; White et al., 2003; Rutherford et al., 2005). Few studies only by Zhou and coworkers (Peng et al., 2009; Cai et al., 2010; Zhang et al., 2010), however, have examined ornamental plants for phytoremediation of petroleum-contaminated soils. This has their advantages in revegetation cover and beautifying surrounding environment. Phytoremediation using ornamental plants can avoid entering food chains and effectively reduce the pollution, than using crops. The aim of this work was to screen out ornamental plants with high effectiveness for treating petroleum-contaminated soil, by examining the removal rate of TPHs and its composition after a 30-day pot-culture experiment in TPH-contaminated soil.Go to:Experimental Sampling and tested materials Weathered petroleum-contaminated soil was collected (sampled to a depth of 250 mm) from the Shengli Oil Field in Dongying City, Shandong Province, China. Soil analysis was done by the Key Laboratory of Terrestrial Ecological Process, Institute of Applied Ecology, Chinese Academy of Sciences, Shenyang, China. The contaminated soil had been classed as a drained brown soil with pH 7.66, and carbon (C), phosphorus (P), nitrogen (N), and available P concentrations were 45.77, 0.65, 0.73, and 0.002 g kg−1, respectively. Uncontaminated reference soil samples were collected from the Wanliutang Park, Shenyang, China. The average concentration of TPHs in contaminated soil collected was 28,000 mg kg−1 and its composition of TPHs was 40.76% of saturated hydrocarbon fraction, 27.02% of aromatic hydrocarbon fraction, and 30.82% of asphaltene and polar fraction. Collected soil was sieved through a 4.00-mm sieve to ensure homogeneity. According to the pretest results, all plants tested could not grow in the weathered petroleum-contaminated soil directly. Through the addition of uncontaminated reference soil, contaminated soil collected was diluted to 10,000 mg·TPHs kg−1 (WTPHS/Wsoil) according to the experimental design.The tested seeds of plant species were purchased from Kelaowu Seeds Company, Beijing, China.Experimental design The tested plants and their basic botanical characteristics are summarized in Table 1. Soil tested (2.5 kg) was added to 20-cm-diameter pots. A disc of filter paper was placed in the bottom of each pot to prevent the dry soil escaping out from the drainage holes and pots were placed on saucers. To each pot, single plant species treatments (n=6) were transformed, and germination of each seed took place in 15 days. . . . "
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have a isotherm data for temperatures 273K, 288K and 298K
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thank you so much Dr. Thomas Waluga
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Hello!
I treat a polymer surface with plasma and I expect that some free radicals form on it, because it demonstrates high adsorption. How could I quantify the presence of free radicals on a polymer surface? Is there a simple assay for this purpose (a dye that changes color or fluorescence)?
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The DPPH (2,2-Diphenyl-1-pricylhydrazyl) method can be used as a chemical method for determining the content of free radicals (see attached article).
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--
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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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We have taken 10 g/l, 5 g/l and 2.5 g/l as initial concentration. And calculated concentration equilibrium from absorbance uv-vis spectrometer. So 3 concentration will be enough for adsorption isotherm?
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No, adsorption isotherm cannot be calculated solely from three initial concentrations for heavy metal removal. Adsorption isotherms are experimental data that describe the relationship between the equilibrium concentration of a solute in solution and the amount of solute adsorbed onto a solid adsorbent at a constant temperature. These isotherms are typically obtained by conducting multiple experiments at different initial concentrations of the solute and measuring the equilibrium concentrations after adsorption.
To determine an adsorption isotherm, a series of experiments must be conducted at different initial concentrations of the heavy metal. The equilibrium concentrations of the metal in solution are then measured after adsorption, and the amount of metal adsorbed onto the adsorbent is calculated. By plotting the equilibrium concentration of the metal against the amount adsorbed, an adsorption isotherm can be obtained.
Having only three initial concentrations would not provide enough data points to accurately determine the shape and characteristics of the adsorption isotherm. Therefore, it is necessary to conduct experiments at multiple initial concentrations to obtain a complete picture of the adsorption behavior and calculate the adsorption isotherm
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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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Hello everyone, I would like to know if there is a relation between the crystallinity degree of a material and the adsorbent capacity of the materials. Is there any generalization about it or is it depends on the material (adsorbent) ?
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The crystallinity degree of a material can indeed have an impact on its adsorption capacity for heavy metals, but the relationship can be complex and depends on the specific material and the heavy metal in question.
In general, higher crystallinity may reduce the adsorption capacity of a material because it implies a more ordered and compact structure, which might have fewer active sites for adsorption. Conversely, materials with lower crystallinity, such as amorphous or disordered structures, may have more available surface sites and, therefore, exhibit higher adsorption capacity.
However, it's essential to note that the relationship between crystallinity and adsorption is not universal and depends on various factors:
a. The type of heavy metal: Different heavy metals have different affinities for various materials, and their interactions can vary based on the metal's properties.
b. The specific adsorbent material: The composition and structure of the adsorbent material play a significant role. Some materials are naturally more effective at adsorbing heavy metals due to their chemical properties.
c. Surface functional groups: The presence of specific functional groups on the material's surface can enhance adsorption, regardless of crystallinity.
d. pH and environmental conditions: The pH and other environmental factors can influence the adsorption capacity of a material for heavy metals.
e. Particle size and morphology: The size and shape of the material particles can affect their adsorption properties.
Therefore, while there is a general trend that higher crystallinity may reduce adsorption capacity, it's essential to consider these other factors and conduct specific experiments or studies to determine the effectiveness of a particular material for adsorbing heavy metals in a given context.
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It was found during the title system: Characterization and Adsorption Performance of Puffed Rice Biochar for Methyl Orange Dye Removal
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Pre-treatment: The preparation and pre-treatment of biochar can also impact its adsorption capabilities. Puffed rice biochar might not have undergone suitable activation or modification processes to enhance its adsorption properties.
Chemical Properties: The chemical composition of the biochar can influence its adsorption capacity. Some biochars may have functional groups on their surface that enhance their ability to adsorb certain pollutants. Puffed rice biochar may lack these functional groups or have an unfavorable chemical composition for dye removal.
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Hello Everyone!
I am trying to calculate the change in Gibbs free for the adsorption of an atom on the two-dimensional sheet using VASP code. I have calculated adsorption energy values, however, I need to calculate zero-point energy and entropy.
In the previous few discussions, I found that to calculate zero-point energy following flags to be used to compute vibrational frequencies:
IBRION = 6
NSW = 1
NFREE = 2
The summation of all the energy values corresponding to every vibrational mode will give zero-point energy correction.
I have following queries regarding this:
1. Is the above-mentioned INCAR correct to compute zero-point energy?
2. Zero-point correction is the difference in the atom in the adsorbed phase and the molecule in gas phase. In order to calculate the value for atom in adsorbed state, do I need to take a difference between atom-adsorbed on sheet and sheet without hydrogen?
Thanks in advance for making my vision clear regarding this concept.
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Greetings,
In this video, you will explore How to calculate zero point energy and entropy for adsorbed molecules using VASP code .
Warm regards,
SB
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adsorption isotherms
kinetics models
BOD
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which software are usefull to Curve fitting ?
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While doing adsorption for a particular anion I observed that when i made the solution in river water adsorption was decreased while it increases so high when i used Lake water (here I used adsorption in deionised water as the milestone). When i checked the zeta potential values of these two natural water bodies I found that it is greatly negative in river water, while positive in Lake water. So is it possible to explain the observation by zeta potential values of the surface water resources?
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I suggest that you consult the world-renowned treatise on the subject of water analysis, "Standard Methods for the Examination of Water and Wastewater. The 24th edition of this treatise was released on 13 January 2023. You can access this book from a library, or consult the following address for electronic version.
I also suggest , the following article:
Kumar et al 2016. Water quality monitoring: A comparative case study of municipal and Curtin Sarawak's Lake samples. IOP Conference Series: Materials Science and Engineering 121: 012019 (2016).
I have enclosed the Abstract for your benefit. I am not enclosing the whole article because I do not want to violate copyright regulations. You can consult the corresponding author at: [email protected]
"Abstract. In this study, particle size distribution and zeta potential of the suspended particles in municipal water and lake surface water of Curtin Sarawak’s lake were compared and the samples were analysed using dynamic light scattering method. High concentration of suspended particles affects the water quality as well as suppresses the aquatic photosynthetic systems. A new approach has been carried out in the current work to determine the particle size distribution and zeta potential of the suspended particles present in the water samples. The results for the lake samples showed that the particle size ranges from 180nm to 1345nm and the zeta potential values ranges from -8.58 mV to -26.1 mV. High zeta potential value was observed in the surface water samples of Curtin Sarawak’s lake compared to the municipal water. The zeta potential values represent that the suspended particles are stable and chances of agglomeration is lower in lake water samples. Moreover, the effects of physico-chemical parameters on zeta potential of the water samples were also discussed."
Hope the information is useful to you.
All the best to you in your research endeavors and strides.
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I am synthesizing a membrane for Li+ adsorption, in some papers they mention to filtrate first (0.22 micro filter syringe) then do acid digestion, others don't. I am confused about the benefit of it since there will be no solids in the water (membrane or powder to be removed during filtration). Thanks!
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There are a few reasons why you might need to run acid digestion after membrane adsorption of Li+.
  • To remove any remaining membrane or powder. Even if you filter the solution first, there may still be some small particles of membrane or powder remaining. Acid digestion will dissolve these particles, ensuring that all of the Li+ is released into the solution.
  • To break down any complexes that the Li+ may be forming with other ions in the solution. Li+ can form complexes with a variety of other ions, such as Ca2+ and Mg2+. These complexes can make it difficult to measure the Li+ concentration accurately. Acid digestion will break down these complexes, freeing up the Li+ so that it can be measured.
  • To concentrate the Li+ solution. If the Li+ concentration in the solution is low, acid digestion can be used to concentrate the solution. This can make it easier to measure the Li+ concentration and to perform other analyses on the solution.
  • Finally, acid digestion can help to remove any other ions that may be adsorbed on the membrane. This can be important if you are trying to measure the selectivity of the membrane for Li+ ions.
Whether or not you need to run acid digestion after membrane adsorption of Li+ will depend on your specific needs and the goals of your experiment. If you are unsure, it is always best to consult with an expert.
Here are some references that you may find helpful:
  • Kumar, S. Senthil, and T. S. Ravindran. "Adsorption of lithium ions from aqueous solutions on activated carbon." Journal of Colloid and Interface Science 285.1 (2005): 35-43.
  • Li, Yong, et al. "Adsorption of lithium ions from aqueous solutions using a novel mesoporous carbon." Carbon 43.1 (2005): 168-172.
  • Zhang, Yong, et al. "Synthesis and adsorption properties of a mesoporous silica for lithium ions." Microporous and Mesoporous Materials 133.1-3 (2010): 117-123.
  • B. Yuhua, C. Yanhui, L. Minghu, "Adsorption of lithium ions from aqueous solution by sodium titanate nanofibers," Journal of Materials Science 45 (7): 1890-1896 (2010).
  • X. Li, J. Ma, J. Wang, "Adsorption of lithium ions from aqueous solution by graphene oxide," Journal of Hazardous Materials 193-194: 48-56 (2011).
  • Zhao, Y., Zhang, X., Chen, Y., Wang, S., & Wang, J. (2020). Removal of lithium ions from aqueous solutions by a novel activated carbon/aluminum composite. Journal of Environmental Chemical Engineering, 8(1), 103639.
  • Zhou, L., Zhang, J., Deng, S., Liu, H., & Zhang, X. (2018). Adsorption of lithium ions from aqueous solutions by zirconium phosphate-based composites: A review. Chemical Engineering Journal, 334, 188-202.
All I done collect 3 answers in one passage.
Good luck
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based on their adsorption capacity
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Adsorption Capacity: Hydrogels primarily adsorb water and other polar molecules. They have a high water retention capacity due to their ability to absorb and retain large amounts of water, typically many times their dry weight.
Adsorption Capacity: Aerogels can have high adsorption capacities for a wide range of substances, including gases and liquids, due to their large surface area and interconnected nanoporous structure. They are particularly effective at adsorbing low-density gases.
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  • BJH Adsorption cumulative volume of pores between 2.0000 nm and 300.0000 nm diameter: 0.067637 cm³/g
  • BJH Desorption cumulative volume of pores between 2.0000 nm and 300.0000 nm diameter: 0.113131 cm³/g
From the above data, which data should be added to the manuscript?
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Thank you!
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What shows a good adsorption is more significant Adsorption capacity qe or Higher Percentage removal (%R)? How do these two affect each other? How can we say an adsorbent is best in terms of these two??
Please provide references too.
Thanks and Regards
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By increasing the absorption capacity, we can hope that the removal percentage will also increase.
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Hi
I have done the removal of heavy metals from the aqueous solutions through batch experiments. I observed that with increasing the concentration adsorbent (g) the % removal of heavy metal has increased almost 100% but the adsorption capacity (mg/g) has decreased. Are these two entities are inversely related to each other? While optimizing the experiments which factor should be considered more important % removal or adsorption capacity w.r.t. manuscript as well?
Thanks for your response in advance.
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I think It depends on the aim of your study, economic considerations (adsorbent capacity, regeneration cycle...)or environmental ones (maximizing the removal).
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What is the relationship that exists between the adsorption capacity and other adsorption operational parameters like contact time, temperature, initial ion concentration, co-ions etcetera?
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if what you mean by adsorption capacity is the adsorbate loading on adsorbent (g of adsorbate adsorbate to kg of adsorbent); For most systems
  1. Adsorbate loading will increase with contact time until it reaches equlibrium. (Check adsorption kinetic relationships)
  2. will decrease with increasing temperature (check adsorption isotherms)
  3. will increase with initial adsorbate concentration in the inert (check adsorption isotherms)
  4. co-ions may affect differently. (usually if co-ion is similar to adsorbate, they would reduce the loading.
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Who can advise how to carry out experiments on membrane adsorption of hollow fibers?to carry out experiments on membrane adsorption of hollow fibers?
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Membrane protein absorption of hollow fiber PES ultrafiltration membrane method
This method is used to study the adsorption of membrane proteins on hollow fiber PES ultrafiltration membranes. It can be used to investigate the effect of various factors on membrane protein adsorption, such as protein concentration, pH, and ionic strength. The method can also be used to develop new methods for reducing membrane protein adsorption.
Experimental procedure:
  1. Prepare a solution of the membrane protein to be studied.
  2. Circulate the protein solution through the hollow fiber PES ultrafiltration membrane.
  3. Collect samples of the protein solution at regular intervals.
  4. Measure the protein concentration in the samples using a suitable method, such as Bradford assay.
  5. Calculate the amount of protein adsorbed on the membrane by subtracting the protein concentration in the samples from the initial protein concentration.
References:
  • Title: Membrane protein adsorption of hollow fiber PES ultrafiltration membranes, Author: Xinglin Li, Hongxia Liu, Xiaohong Wang, Xiaodong Li, Jinyue Zhang, and Wenwen Zhao,Publisher: Elsevier,Date: 2013
  • Title: Adsorption of bovine serum albumin on hollow fiber polysulfone ultrafiltration membranes modified with nanocrystalline cellulose
  • Author: Xuan Wang, Jie Zhang, Shuxian He, Xiaogang He, and Yansheng Li,Publisher: Elsevier,Date: 2017
  • Title: Engineering polyethersulfone hollow fiber membrane with improved blood compatibility and antibacterial property, Author: Zhen-Qiang Shi, Xiao-Dong Wang, Wei-Ping Chen, Yu-Mei Hu, and Jin-Ping Chen,,Publisher: Springer,Date: 2016
  • Title: Highly hydrophilic copolymer based PES hollow fibre ultrafiltration membranes,Author: R.A.M.A. Rathnayake, A.R.A.C. Egodage, V.N.G.K. Dassanayake, T. Matsuura, S. Goto, and K. Nakamura,Publisher: VBRI Press,Date: 2018
Here are a few more examples:
  • Title: Adsorption of bovine serum albumin on hollow fiber polyethersulfone ultrafiltration membranes: Effects of membrane surface properties and solution chemistry, Authors: Y. Wang, J. Zhang, X. He, X. He, and Y. Li, Journal: Journal of Membrane Science,Volume: 523,Pages: 325-334,Year: 2017
  • Title: Effect of surface modification on the adsorption of bovine serum albumin on hollow fiber polyethersulfone ultrafiltration membranes, Authors: Y. Wang, J. Zhang, X. He, X. He, and Y. Li, Journal: Desalination,Volume: 415,Pages: 28-36,Year: 2017
  • Title: Preparation and characterization of hollow fiber polyethersulfone ultrafiltration membranes modified with graphene oxide for improved membrane protein adsorption,Authors: H. Wang, X. Li, X. Wang, J. Zhang, and W. Zhao,Journal: Journal of Membrane Science,Volume: 543.Pages: 159-168.Year: 2018
  • Title: Effect of surface modification on the adsorption of bovine serum albumin on hollow fiber polysulfone ultrafiltration membranes for protein separation,Authors: Y. Wang, J. Zhang, X. He, X. He, and Y. Li,Journal: Separation and Purification Technology,Volume: 192,Pages: 18-26,Year: 2018
  • Title: Hollow fiber polyethersulfone ultrafiltration membranes modified with polydopamine for improved membrane protein adsorption and antifouling, Authors: H. Wang, X. Li, X. Wang, J. Zhang, and W. Zhao, Journal: Applied Materials & Interfaces, Volume: 10,Pages: 18258-18268, Year: 2018
These studies have investigated a variety of factors that affect membrane protein adsorption, such as protein concentration, pH, ionic strength, membrane surface properties, and surface modification. They have also developed new methods for reducing membrane protein adsorption and improving membrane protein separation.
Addenda
According to the first result, [1], one way to fabricate an antifouling PES ultrafiltration membrane is by blending sulfonated polysulfone (SPSF) with different sulfonation degrees (10%, 30%, and 50%) to PES and using the non-solvent induced phase inversion method (NIPS). The paper describes the preparation process and the characterization methods of the blend membrane in detail.
According to the second result,[ 2], another way to modify a PES hollow fiber membrane is by adding bisphenol sulfuric acid (BPA-PS) and using a reverse thermally induced phase separation (RTIPS) process. The paper also explains the synthesis of BPA-PS by click chemistry and the evaluation of the membrane performance by various techniques.
According to the third result, [3], the morphology and performance of PES hollow fiber membranes can be influenced by the ethanol concentration in the dope solution and the bore fluid composition. The paper reports that the optimal conditions for preparing PES hollow fiber membranes with high flux and rejection are 10 wt.% ethanol concentration and 90:10 NMP/H2O as a bore fluid.
is very informative and provides a good overview of some of the different methods that have been used to fabricate and modify PES ultrafiltration membranes. I would also like to add that the choice of method will depend on the specific application of the membrane. For example, if the membrane is to be used for water purification, then it is important to choose a method that produces a membrane with high flux and rejection. On the other hand, if the membrane is to be used for protein separation, then it is important to choose a method that produces a membrane with high protein adsorption capacity.
Here are some additional thoughts on the three papers mentioned:
  • Paper 1 describes the use of sulfonated polysulfone (SPSF) to improve the antifouling performance of PES ultrafiltration membranes. SPSF is a hydrophilic polymer that can repel foulants from the membrane surface. The paper shows that blending SPSF with PES can produce membranes with high flux and rejection, even in challenging feedwaters.
  • Paper 2 describes the use of bisphenol sulfuric acid (BPA-PS) to modify PES hollow fiber membranes. BPA-PS is a crosslinking agent that can improve the stability and antifouling performance of the membranes. The paper shows that the RTIPS process is a simple and effective way to incorporate BPA-PS into PES hollow fiber membranes.
  • Paper 3 investigates the effect of ethanol concentration and bore fluid composition on the morphology and performance of PES hollow fiber membranes. The paper shows that the ethanol concentration in the dope solution has a significant impact on the pore size and porosity of the membranes. The paper also shows that the bore fluid composition can affect the surface morphology of the membranes.
Overall, I think this answer is very helpful and provides a good starting point for your research. I would encourage you to read the original papers and consult with experts in the field before conducting any experiments.
Good luck
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I want to adsorb methane onto Cu(111).
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Dear' Muhammad
At First Build Cu(111) Model/sheet whatever you want. then optimized it up to local minimal energy. then again separately optimized methane molecule as well. Now finally again redraw the system containing Cu(111) as well as methane. and once again optimized it to get your result.
Best regards
Vikrant Singh
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How to carry out molecular dynamics simulations between oxalic acid and bare Fe surface in a vacuum. And also, calculate the adsorption energy by dmol3 in the Materials studio?
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Molecular dynamics (MD) simulations are a technique that allows you to study the interactions and motions of atoms and molecules over time. To perform MD simulations, you need to specify the initial positions and velocities of the atoms, the interatomic potential functions that describe the forces between them, and the integration algorithm that propagates the system forward in time 1.
To carry out MD simulations between oxalic acid and bare Fe surface in a vacuum, you can follow these steps:
  • Create a model of the bare Fe surface using the Build Crystal module in Materials Studio. You can choose the appropriate lattice parameters, space group, and surface orientation for your system 2.
  • Create a model of oxalic acid using the Draw module in Materials Studio. You can draw the molecular structure of oxalic acid or import it from a database 2.
  • Place the oxalic acid molecule on top of the Fe surface using the Amorphous Cell module in Materials Studio. You can adjust the position and orientation of the molecule to achieve the desired configuration 2.
  • Assign appropriate force field parameters to the atoms and bonds in your system using the Forcite module in Materials Studio. You can choose from various force fields available in Materials Studio or create your own custom force field 2.
  • Perform MD simulations using the Forcite module in Materials Studio. You can set up various simulation parameters, such as temperature, pressure, time step, ensemble, thermostat, barostat, etc. You can also monitor various properties of your system during the simulation, such as energy, temperature, pressure, density, etc2.
To calculate the adsorption energy by dmol3 in Materials Studio, you can follow these steps:
  • Perform geometry optimization of your system using the dmol3 module in Materials Studio. This will minimize the energy of your system and find the most stable configuration 3.
  • Perform single point energy calculation of your system using the dmol3 module in Materials Studio. This will calculate the total energy of your system at its optimized geometry 3.
  • Repeat steps 1 and 2 for the isolated Fe surface and oxalic acid molecule separately 3.
  • Calculate the adsorption energy by subtracting the total energies of the isolated Fe surface and oxalic acid molecule from the total energy of the adsorbed system 3. The formula is:
E_ads = E_system - E_Fe - E_oxalic
where E_ads is the adsorption energy, E_system is the total energy of the adsorbed system, E_Fe is the total energy of the isolated Fe surface, and E_oxalic is the total energy of the isolated oxalic acid molecule 3.
Some references for more information are:
1: 7.3: Molecular Dynamics Simulations - Chemistry LibreTexts 2: Material Studio User Guide - Accelrys 3: Adsorption Energy Calculation Using DMol3 - Accelrys Molecular dynamics (MD) simulations are a technique that allows you to study the interactions and motions of atoms and molecules over time. To perform MD simulations, you need to specify the initial positions and velocities of the atoms, the interatomic potential functions that describe the forces between them, and the integration algorithm that propagates the system forward in time 1.
To carry out MD simulations between oxalic acid and bare Fe surface in a vacuum, you can follow these steps:
  • Create a model of the bare Fe surface using the Build Crystal module in Materials Studio. You can choose the appropriate lattice parameters, space group, and surface orientation for your system 2.
  • Create a model of oxalic acid using the Draw module in Materials Studio. You can draw the molecular structure of oxalic acid or import it from a database 2.
  • Place the oxalic acid molecule on top of the Fe surface using the Amorphous Cell module in Materials Studio. You can adjust the position and orientation of the molecule to achieve the desired configuration 2.
  • Assign appropriate force field parameters to the atoms and bonds in your system using the Forcite module in Materials Studio. You can choose from various force fields available in Materials Studio or create your own custom force field 2.
  • Perform MD simulations using the Forcite module in Materials Studio. You can set up various simulation parameters, such as temperature, pressure, time step, ensemble, thermostat, barostat, etc. You can also monitor various properties of your system during the simulation, such as energy, temperature, pressure, density, etc2.
To calculate the adsorption energy by dmol3 in Materials Studio, you can follow these steps:
  • Perform geometry optimization of your system using the dmol3 module in Materials Studio. This will minimize the energy of your system and find the most stable configuration 3.
  • Perform single point energy calculation of your system using the dmol3 module in Materials Studio. This will calculate the total energy of your system at its optimized geometry 3.
  • Repeat steps 1 and 2 for the isolated Fe surface and oxalic acid molecule separately 3.
  • Calculate the adsorption energy by subtracting the total energies of the isolated Fe surface and oxalic acid molecule from the total energy of the adsorbed system 3. The formula is:
E_ads = E_system - E_Fe - E_oxalic
where E_ads is the adsorption energy, E_system is the total energy of the adsorbed system, E_Fe is the total energy of the isolated Fe surface, and E_oxalic is the total energy of the isolated oxalic acid molecule 3.
Some references for more information are:
1: 7.3: Molecular Dynamics Simulations - Chemistry LibreTexts 2: Material Studio User Guide - Accelrys 3: Adsorption Energy Calculation Using DMol3 - Accelrys
Here are the titles, authors, publishers, and dates of the references I cited:
  • 7.3: Molecular Dynamics Simulations - Chemistry LibreTexts: This is a web page from the Chemistry LibreTexts, which is a collection of open-access textbooks and educational resources for chemistry. The authors are David M. Hanson, Erica Harvey, Robert Sweeney, Theresa Julia Zielinski, and William R. Robinson, and the date of publication is August 15, 2020.
  • Material Studio User Guide - Accelrys: This is a document from Accelrys, a company that provides software and services for scientific research and development. The author is not specified, and the date of publication is 2012.
  • Adsorption Energy Calculation Using DMol3 - Accelrys: This is a document from Accelrys, a company that provides software and services for scientific research and development. The author is not specified, and the date of publication is 2009.
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I'm doing packed bed adsorption experiments and want to calculate parameters of
Bed depth service time model. The model equation is t=(No*Z/Co*u)−(1/CoKa)ln(Co/Ct−1). where t is the service time (min) at breakthrough time, u represents the linear flow velocity (cm/min), No (mg/L) depicts the adsorption capacity of the bed and Ka (L/mg min) represents. From the linear plot of Z Vs T, I received the equation y=4x-9.333. Now I want to calculate No (mg/L) and Ka (L/mg min).
Please advise
Thank you
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You can calculate these parameters using Origin software after identifying the equation in the analysis window and let C/Co as Y and t as X variable according to the breakthrough curve. Then, the parameters values would be calculated according to the breakthrough curve, which you drew it in the beginning.
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Dear all,
I'm simulating the CO2 adsorption on two graphite sheets using the LAMMPS software and I calculated the density profiles in the pore width. Now I would like to compare the results with some experimental values. In the laboratory I obtained the quantities adsorbed as mmol/grams of adsorbent.
Do any of you know how to calculate the same quantities starting from the density profile of LAMMPS?
Thank you in advance,
Beatrice
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Hi, could you please guide me how did you calculate the density profile in pore width?
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Hello, everyone
I'm simulating on Quantum Espresso the H adsorption on Ni(OH)2 surface. However, upon relaxation of the system, H binds with one of the O atoms of the surface and forms water, which is not an expected result. Is there any specific procedure to simulate adsorption that I am not taking in account?
Best regards
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Why would consider this an unexpected result? Hydrogen is pretty well capable of reducing Ni2+ to Ni0 and water formation from the counterion would be a quite reasonable mechanism
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After calculating and graphing the evolution of internal energy with varying nitrobenzene concentrations across different temperatures, I noticed that the Eint values were initially positive at low concentrations and then became negative.
I should also mention that I used an activated carbon with an acidic surface and a high surface area for this experiment.
Could someone please provide an explanation for this observed behaviour?
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Just to be sure: you are using the correct convention "higher internal energy = less stable" and "lower internal energy = more stable", right?
I've seen the opposite case, i.e. the early adsorption stages being highly favorable while the later stages were more and more unstable (e.g.Cs on a different metal). The reason was that at first, the Cs could get rid of electron density while the later arriving Cs can no longer do that and is actually repelled because surface dipoles are coming closer to each other and thus becoming repulsive.
You are describing nitrobenzene on an unspecified surface, if it's unstable in the beginning, that would mean that [whatever your surface is] and nitrobenzene don't really like each other. If it becomes favorable later, that would mean it's actually mostly binding to itself and not the surface.
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Hello
I want to calculate ethylene and ethane selectivity from their gas adsorption isotherms. what I have is the amount of adsorption (mmol/gr) versus pressure (kPa). Is there any equation that relates these parameters to selectivity?
Any help is appreciated.
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A very simple (but inaccurate) approach would be to relate the initial slopes of the isotherms: Selectivity = slope1/slope2
For a more detailed approach check for IAST (Ideal adsorbed solution theory)
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Good day sir/ma,
Please, i am carrying out an experiment on adsorption, i found out i got negative adsorption capacities due to higher intensities in the filtrate of the samples after adsorption, while having lower intensities in the originally prepared solution, which shouldn't be so ideally.
Kindly help to explain what could be going wrong.
Regards.
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The current absence of specific information regarding which materials were adsorbed using which adsorbents under which conditions has led to a potential range of interpretations regarding the underlying cause for the observed negative adsorption capacity. This situation could stem from various possibilities, such as errors in the ICP analysis procedure, experimental process, or in the design of the adsorption experiments.
Several assumptions could be considered to shed light on this issue:
  1. The employed adsorbent might not interact effectively with the adsorbate.
  2. The size of the adsorbent particles could have been smaller than the filtration apparatus used in the experiments, preventing proper separation.
  3. Changes in concentration could have arisen due to inadequate storage or incorrect treatment of filtrates and original solutions.
  4. External factors like temperature and light might have influenced the adsorbate.
  5. It's plausible that the adsorbent shares components with the adsorbate, potentially causing dissolution.
  6. Sample alterations could have occurred due to labeling errors in solutions prior to ICP analysis.
  7. Conditions during the adsorption tests, such as pH and temperature, might not have been optimal for adsorbate adsorption.
Considering the aforementioned possibilities could contribute to a better understanding of the situation.
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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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I am working on a project in which I need to do the molecular dynamics simulation of adsorption of liquids by powder adsorbents using LAMMPS. Can anyone help me?
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I really recommend you to use RASPA to do so rather than to use LAMMPS. RASPA is specialize at gas adsorption calculations. If you need more details of RAPSA, check this link (https://iraspa.org/raspa/).
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I am working on the adsorption properties of formaldehyde on a metal oxide monolayer. The least adsorption energy value for one of the configurations turned out to be 1.55 eV. What shall I do now?
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Dear Dr Shaheen
A positive adsorption energy value indicates that the adsorption of the gas molecule onto the metal oxide surface is not favorable energetically. In other words, the gas molecule is not strongly attracted to the surface, and there might be weak interactions between the gas and the surface. While negative adsorption energy values typically indicate stronger binding and favorable adsorption, positive values are not uncommon and can still provide valuable insights into the interaction between the gas and the surface. Here's how you can interpret and explain a positive adsorption energy in your study of formaldehyde on a metal oxide monolayer:
  1. Weak Physisorption: A positive adsorption energy suggests that the interaction between the formaldehyde molecule and the metal oxide surface is likely dominated by weak physisorption forces, such as van der Waals interactions or dipole-dipole forces. These interactions are relatively weak compared to chemisorption, where chemical bonds are formed.
  2. Distance and Orientation: The positive adsorption energy may indicate that the formaldehyde molecule is adsorbed at a relatively larger distance from the surface or in a less optimal orientation. This can lead to weaker interaction energies.
  3. Coverage Effects: Depending on the coverage of the surface, a positive adsorption energy might also indicate that the surface is not fully occupied by adsorbate molecules. Lower coverage can result in weaker adsorption energies.
  4. Surface Sites: It's possible that the specific metal oxide monolayer surface you're studying might not have the most favorable adsorption sites for formaldehyde. Different sites on the surface can have varying affinities for different gas molecules.
  5. Thermodynamics and Kinetics: Remember that adsorption energy is related to thermodynamics, not kinetics. A positive adsorption energy doesn't mean that adsorption won't occur at all; it just means that the gas-surface interaction is relatively weak. Kinetic factors, such as activation barriers, play a role in whether adsorption will happen in practice.
  6. Comparison to Literature: Compare your results with the existing literature. If other studies have reported similar weak adsorption energies for similar systems, your findings might be consistent with the current understanding of such interactions.
  7. Further Analysis: To gain deeper insights, you could analyze the electronic structure changes of the adsorbate and the surface upon adsorption, investigate the charge transfer between them, and study the vibrational frequencies of the adsorbate to see if they are consistent with physisorption.
  8. Consider Additional Configurations: If possible, explore different adsorption configurations to identify whether there are other orientations or locations on the metal oxide surface where formaldehyde might have more favorable interactions.
In summary, a positive adsorption energy is acceptable and can provide valuable information about weak interactions between gas molecules and surfaces. It's crucial to carefully interpret the results in the context of the specific system you're studying and consider multiple factors that might contribute to the observed behavior.
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I'm doing an adsorption study of naproxen sodium. The previously published articles mentioned that naproxen sodium shows optimum adsorption at pH 4-6, and as the pH increases, the adsorption capacity decreases. But in my case, as the pH increases, the adsorption capacity increases. Why?
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Ejaz Hussain Please give us more information about your experiment. Which sorbent material and type of experiment did you use. I think my group did did sorption experiments with naproxen and primary and secundary sludge a long time ago and the pH effect was not enough to be significant for sewage treatment plants.
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I'm studying adsorption of CO2 on faujasite (FAU) and I would like to compare my data with literature. However, most of the published works have been shown the loading of CO2 on FAUs as molecules of CO2 per unit cell of FAU. The following reference supplied the composition of FAU NaY as Na56.Al56.Si136.O384 and it showed the equilibrium data of CO2 on NaY as molecules per unit cell. How can I convert these data to mmol per gram?
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how to convert molecule from mmol per gram
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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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I am using CTAB as a surfactant onto a ZnCl2 treated biochar made from oil tea shells. Nitrates in aqueous solution are being adsorbed onto this CTAB-biosorbent. with R^2 = 0.999 pseudo-2nd order fitting suggests chemisorption but when isotherm models are applied Dubinin-Raduskovich (DR) models parameter (E=1/√2β) gives a value of 2.67 kJ/mol and suggests physical adsorption. How this is justified?
Regards
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Dear Dr. Mehmood;
DR is the isotherm model. In other words, it deals with the adsorption that has come to equilibrium. Therefore, you work with Ce (Equilibrium concentration). PSO is the kinetic model. You use the qt (not qe) values you get from the Ct concentration, which changes against time. Also, I could not find what DR meant by E in any publication. dG cannot be positive. If dH is physical, it is negative (as much as the state change energy). However, there is no negative value in the DR model. If Langmuire fits (because it's monolayer), we can say it's chemical.
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A batch experiment was conducted to study the effect of temperature (20 and 35ºC) on the adsorption of arsenic on soil having high clay, organic matter and free iron. The adsorption increased with increasing temperature but the change in enthalpy, ∆H, is coming negative upon calculating the thermodynamic parameters, which implies the reaction to be an exothermic one. Is there any plausible explanation for this?
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I am neither a connoisseur nor an expert in this field.
I work in empirical modelling.
Sometimes you have to explore the nonlinear behavior with temperature where the parameters depend with temperature, and you have to know which optimal temperature to choose.
I hope the experimenters give you direct solutions.
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Hello
Can anyone help me to calculate the surface area and specific surface area of a MOF from its gas adsorption isotherm that was measured for nitrogen at 77K? What are the equations and procedures?
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By conducting BET analyzer you can easily measure the specific surface area & surface area additionally the porosity, pour volume, pour density you can get.
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In my study i am using nanocellulose based membrane for the adsorption study of dye and heavy metals
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Crack version of orijin lab 2019 b should be a prominent one by which you can easily analysis your obtained experimental data also it will helpful for the mathmatical modelling.
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Hello I am trying to change the orientation of methane molecule on the surface for adsorption calculation. Does anyone know how to do it in vesta?
Thank you in advance
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My general approach is to know the Cartesian coordinates of a methane molecule of one orientation, multiply the transformation matrix by it, and then just add the corresponding atoms in VESTA.
Another simpler and easier approach is to do the modelling in Materials Studio and then export it as a .cif file, which can be opened in VESTA and then followed up.
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Hello, my research fellows and senior researcher. Hope you are good in health. Currently I am doing my literature on adsorption phenomenon of gases such as NH3, for which I am trying to read articles based on them. But unfortunately I am unable to locate any articles that provide all possible adsorption sites or configuration of gases like NH3 or AsH3 on a given material. Although I have read about potential adsorption sites in many articles with gases like NH3 etc. which are usually four in number. It would be great if anyone can suggest or recommend any. Thank you very much for your time. Best regards.
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Thank you for answering. Pardon me for not narrowing.
I wanted ask for any articles which give adsorption sites with reference to orienta.tion. Such as for NH3, N is towards adsorbent and all H are facing upward direction, H atoms are facing down towards adsobent and N is away from adsorbent etc. And Adsorbent should be a two dimensional material like MoS2 or ZrO2.
Thank you for your time
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What is the relation between excitation energy and maximum absorption wavelength in the UV-vis spectrum?
for example, the attached picture is the UV-vis spectrum of CO2, visualized by Gaussview. The excitation energy is 7.37eV, but there is no absorption peak. I am confused about the concept of absorption.
What is the advantage of calculating the higher number of excited states?
Any help is really appreciated.
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1) This is not an experimental thread, these are theoretical calculations. Therefore "variation of the solvent" is not an approach to solving the problems.
2) Having a permanent dipole moment is the selection rule for microwave absorption, not for UV-Vis. Here you need a transition dipole moment which is proportional to the term "oscillator strength" which you find in the graph. Additionally, the energies shown here are rather high and at some point everything will absorb, the electrons will just not stay in the molecule but it will get ionized.
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The following adsorption and desorption isotherm is related to a synthetic polymer. Why is the shape of this isotherm like this?
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Here are just some ideas:
What were the degassing conditions for this material? It helps to do a TGA-DSC first to identify the decomposition/behaviour of your material as it is heated, and then this would limit the degassing conditions based on the behaviour. Perhaps the polymer degraded during the degassing? If it is a low surface material, perhaps you have loaded a too small amount?
All the best.
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How the difference in plaque morphology of a bacteriophage affects the adsorption time and latency period to its indicator host?
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I think you have things backwards. Plaque morphology is the observed phenotype and the morphology can be impacted by many factors. But plaque morphology itself is not going to change the latency or adsorption.
I would also add that there are many many factors that can impact plaque morphology so it is not easy to make assumptions from a visual inspection of the plaque (clear mutants of a lysogenic phage being an exception).
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??
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Adsorption to what?
From what phase?
Organic dyes? Pigments? Nanoparticles?
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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 can I get the partial pressure value if I only know the concentration of the CO2?
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For calculating the isotherm parameters, you can consider the breakthrough curve for the fixed bed column experiment by ploting the concentration of CO2 as a function of time. So, you can determine the adsorption capacity of the adsorbent material, the rate of adsorption, and the equilibrium constant too.
To determine the partial pressure of CO2, you need to know the total pressure and the mole fraction of CO2 in the gas mixture.The mole fraction of CO2 is the ratio of the number of moles of CO2 to the total number of moles of gas in the mixture. It can be calculated using the concentration of CO2 and the total pressure of the gas mixture, as follows:
mole fraction of CO2 = (concentration of CO2 / 100) * (total pressure / 1 atm)
Once you have determined the mole fraction of CO2, you can calculate the partial pressure of CO2 using the following formula:
partial pressure of CO2 = mole fraction of CO2 * total pressure
For example, if you have a gas mixture with a total pressure of 1 atm and a concentration of CO2 of 5%, you can calculate the mole fraction of CO2 as:
mole fraction of CO2 = (5 / 100) * (1 / 1) = 0.05
Then, you can calculate the partial pressure of CO2 as:
partial pressure of CO2 = 0.05 * 1 = 0.05 atm
Therefore, the partial pressure of CO2 in the gas mixture is 0.05 atm.
I hope this is helpful
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How we can increase the conc. of solution after the desorption experiment. For example. doing the Adsorption process using activated carbon on a lab-prepared IBuprofen solution. Then after the desorption of IBP compounds from the adsorbent (AC), trying to concentrate the solution to measure in the instrumenttry because they are in very low conc. in the environment. First, try this in a lab, and then will try it with real polluted surface water. The idea is to separate pharmaceuticals from water and detect, the challenge is their low concentration.
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I think the desorption process is not correctly done. IBP molecules are still stiking in the AC particules. You shoud choose an appropriate solvent for IBP to remove it from AC surface to the solution (solvent) . In this case you can have enough IBP and its concentration will easily detectable.
I hopr this will help you. Good luck
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I am performing batch experiments to study specific adsorption of heavy metals in soil. For that why do I need to add any background electrolyte in that. I mean I have searched but the description given in some papers is that to maintain constant ionic strength. That seems little vague . I mean they are recommending to use say 0.01M NaNO3 as background electrolyte. How that will help?
Let's say I have to analyse the adsorption for chromium so can't I just perform the experiment with the k2cr2o7 solution in soil.
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Fully supporting the explanation given by Ryan G. Hoerr, I would add also another reason (perhaps mentioned in the provided papers): when it is about sorption from aqueous solutions on soils, clay minerals containing in the soil as well as soil organic matter undergo dispersion and dissolution. This makes multiple problems, such as preventing effective filtration, and forming complexes in aqueous phase which interferes with the further understanding olf sorption isotherms. The water-soluble organic matter forms complexes with heavy metals as well as dispersed clay particle are also interacting with solutes. Hence, in very many experiments, calcium chloride is used in order to keep clays and organic matter as flocculated as possible and prevent their dissolution. And, another common reason is that very often soils contain calcium carbonate. In this case, use of calcium chloride makes a typical natural environment expected in soil solutions.
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At present, I encountered a more difficult problem : how to remove heavy metals in high concentration humic acid concentrate, while retaining humic acid. We used a multi-stage membrane equipment to separate and concentrate the landfill leachate, extract the humic acid in it, and intend to use it as a soil fertilizer, but the heavy metals contained in it limit its utilization, so we put forward the topic of reducing the heavy metals in the humic acid concentrate. The specific characteristics of the concentrated solution are as follows : high humic acid content, more than 80 %, total TOC = 24000mg / L ; contains nickel, chromium, zinc, cobalt and other heavy metals, content = 3-15mg / L ; calcium and magnesium content = 5000mg / L.
Before , we initially envisaged the use of alkali-modified activated carbon, when the dosage is large enough ( 200g / L ) can indeed remove heavy metals, but bring a large amount of humic acid loss ( 25 % ) ; in addition, we tried to adjust Ph by adding alkali to form metal salt precipitation, but the removal rate was not high, and the precipitation process was accompanied by co-precipitation of humic acid. Therefore, now we still want to try to use carbon, want to seek everyone 's help, whether through the relevant modification means, reduce the adsorption capacity of humic acid at the same time, improve the binding capacity of heavy metals ? Or simply can reduce the adsorption capacity of humic acid method ?
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Hi, it seems to be an interesting task. Do calcium and magnesium make a problem? Heavy metals are bound to humic acid by strong complexation and ion exchange. I believe a straightforward use of common extragents including activated carbon does not help if the binding was due to ion exchange. There is nothing in actgivated carbon which make replace metals in humic acid. Activated carbon as almost any other extragent does not help to exchange bound metals. I would think about decreasing pH, not increasing - humic acids remain indeed precipitated, however, perhaps a good wash of the precipitate by acidic solution could remove exchanged cations, yet keeping improved humic acid precipitate. Another option could be perhaps washing of precipitate by a concentrated solution of sodium or calcium ions, in hope they will exchange/replace bound heavy metals. The latter could be made also with dialysis against of some salt solutions. The real question is whether bound heavy metals are capable of, in principle, exchange or replacement. Is iron making a problem for a final product? If not, it could be also used as a potential replacement of heavy metals. And, finally, if to look for something which makes better complexes than humic acid, what is about some washing with EDTA or similar substances commonly used to extract heavy metals from soils? It will possibly contaminate humic acid, but then, the humic acid precipitate may extensively be washed with acids which remove ammonium-containing ligands. of course, such an use of extractors is somehow similar to use of adsorbents;. extraction per se does not remove exchanged cations but may compete as a complex-forming substrate producing water-soluble complexes
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Hi, here is data from the experiments. I am a bit curious how to get the qe from this experimental data. Could you please help me to solve this as I want to use this data to study the kinetics of the adsorption? Thank you.
Time (min) Co (ppm) Ct (ppm) qt (mg/g) Ce (ppm) qe (mg/g) ln(qe-qt)
0 100 0 125
5 100 44.6 69.25
15 100 35.46 80.675
30 100 10.62 111.725
60 100 0.29 124.6375
90 100 0.18 124.775
120 100 0.21 124.7375
150 100 0.19 124.7625
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Here is the procedure look at is carefully i think it Will solved your worry
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The silicon wafer is adsorbed on the platform(fig 1), and an obvious V-shaped depression appears like fig 2.
The flatness of the silicon wafer itself does not exceed 2um, and the flatness of the platform does not exceed 5um.
The thickness of the silicon wafer is L 40mm,W 28mm, H=1.0mm. The platform is basically the same size. How to overcome the obvious deformation?
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hhh, No one do this ?