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Water Treatment - Science topic

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DBNPA(2, 2-dibromo-3-nitrilopionamide) is an ideal environment protection agent as biocide-algaecide and water treatment agent.
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Please elaborate further; the question is unclear.
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How can we ensure eco-friendly nanomaterials' long-term stability and durability in water treatment processes while minimizing potential risks associated with their use, such as releasing nanoscale particles into the environment and their effects on human health !?
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To minimize the environmental risks of using nanomaterials in water treatment, it is important to choose biodegradable and non-toxic materials, optimize the size and shape of nanoparticles, use protective coatings, conduct thorough risk assessments, implement proper disposal methods, and monitor the environmental impact regularly.
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Which Nanomaterials and techniques are best for waste water treatment ?
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Dear Dr tewari
Nanomaterials and techniques commonly employed in wastewater treatment include:
  1. Nanoparticles: Metal nanoparticles like iron, titanium, and silver can be used for catalytic degradation and adsorption of pollutants.
  2. Graphene: Its high surface area and conductivity make it effective for adsorption and electrochemical removal of contaminants.
  3. Carbon Nanotubes (CNTs): Their unique structure aids in adsorption and separation of pollutants through physical and chemical interactions.
  4. Nanocomposites: Combining different nanomaterials enhances their properties for pollutant removal, such as graphene-based composites.
  5. Nanofiltration and Reverse Osmosis: These membrane-based techniques use nanoscale pores to filter out contaminants from water.
  6. Photocatalysis: Semiconductor nanoparticles like titanium dioxide (TiO2) absorb light energy and generate reactive species to degrade pollutants.
  7. Nano Zero-Valent Iron (nZVI): It's effective for reducing heavy metals and chlorinated compounds through redox reactions.
  8. Adsorption: Nanomaterials like zeolites, activated carbon, and magnetic nanoparticles can effectively adsorb pollutants.
  9. Advanced Oxidation Processes (AOPs): Nanomaterials like iron oxide and cerium oxide assist in generating reactive radicals for pollutant degradation.
  10. Nanostructured Sorbents: Functionalized nanomaterials enhance pollutant affinity and selectivity for efficient removal.
  11. Electrochemical Methods: Nanoelectrodes and nanomaterial coatings improve electrochemical pollutant removal processes.
  12. Magnetic Nanoparticles: Used for targeted removal of pollutants by employing magnetic separation techniques.
  13. Biosorption: Nanobiosorbents like bacteria, algae, and fungi exploit their surface properties to bind and remove pollutants.
  14. Nanoporous Materials: These materials possess high surface area and tailored porosity, enabling efficient pollutant adsorption.
  15. Clay Nanocomposites: Modified clays with incorporated nanoparticles enhance adsorption capacity and selectivity.
  16. Nanobubbles: Tiny gas bubbles improve gas-liquid mass transfer, aiding in the removal of volatile pollutants.
  17. Nanofibers: Electrospun nanofibers provide a high surface area for efficient adsorption of pollutants.
  18. Nanocrystalline Materials: Their enhanced reactivity assists in the degradation of organic pollutants.
  19. Hybrid Nanomaterials: Combining multiple nanomaterials optimizes various processes for comprehensive pollutant removal.
  20. Magnetic Nanoadsorbents: These enable easy separation from treated water using external magnetic fields.
It's important to note that the effectiveness of a particular nanomaterial or technique depends on the specific pollutants present in the wastewater, as well as factors such as cost, scalability, and potential environmental impacts.
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final year projects
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Ion exchange resins are a good solution. Gold-selective resins have a higher selectivity for gold over base metals than activated carbon. This allows higher gold loadings since resin capacity is not "wasted" on undesirable base metals. A further result of the reduced affinity of resins for base metals is that these metals can be preferentially eluted from the resin before gold and silver, thereby ensuring a cleaner eluate, higher cell­-house efficiency, and higher-purity bullion. Copper is the biggest problem due to the similarity between the gold-cyanide and copper-cyanide complexes. High concentrations of copper result in high cyanide consumption. Excess-free cyanide must be maintained to minimize the Cu(CN)2- complex formation and avoid significant copper loading onto the activated carbon. Measures such as selective mining or removal of copper via acid leach have been tried but are only effective to a point. Anglo Asia's Gedabek mine in Azerbaijan chose the gold-selective Dowex-Minix resin over activated carbn, due to the high copper content of the ore.
More at:
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The main objective for preparing lanthanum ferrite nanoparticles is to degrade phenol from water.(i.e) for waste water treatment.
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Since you are using nanoparticles to purify water, you need to analyze them in water.
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Digital Twin in Water Treatment is it really implementable solution like other process plants ? Any Examples we have?
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used to develop a control strategy that accommodates a range of influent flow profiles and provides a consistent effluent flow. The digital twin was also used to track water quality through the PWF and WRP system where it was relevant for process control
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Actually, I'm working on the water treatment processes, I'm going to simulate Ion-exchange resin water treatment processes. Could you recommend me the best simulator suitable for this processes?
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Dear Jaloliddin, for practical use, there is a combined SW and HW system available called Mi-Vision (https://mi-vision.de/en/). It has proven to be very accurate in many practical plants.
Regards Dieter
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I want write a project work on design layout of portable water treatment system and its installation process for hospitality industry use
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Nice, and the question is?
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The effect of NaCl salt gives a positive value in decolorization and water treatment. Is the effect of pH or surface carbon effect positive or negative?
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The effect of pH on decolorization of water treatment is positive, meaning that higher pH values lead to higher efficiency of color removal. However, this may depend on the type of dye and the treatment method used. The effect of dye concentration on decolorization is negative, meaning that lower concentrations of dye result in higher efficiency of color removal.
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Salam, in water treatment, there are two advanced methods of decolorization and oxidation. What is the difference between the two methods?
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There are multiple methods of water treatment by oxidation and almost every method results in decolorization.
Hope the following link would work:
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I am currently synthesizing membranes for drinking water treatment and would like to use non-toxic solvents such as or better than Ethyl lactate. If you have done any research in this field or you know of any compound that I can use, kindly provide me with that information. 
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How do we go about designing the water treatment plant and what are the basic things we need to consider in to design WTP
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  1. Elevation: The elevation of the water source and the treatment plant determines the amount of energy required to transport the water and the type of pumping system needed. The location of the plant should be chosen based on the availability of a reliable water source and the elevation of the source relative to the plant.
  2. Slope: The slope of the land can affect the flow of water and the design of the treatment processes. For example, if the water source is on a steep slope, sedimentation basins may be required to remove large particles before treatment.
  3. Drainage: The drainage patterns of the surrounding land can affect the potential for flooding and the management of stormwater runoff. The design of the plant should take into account the drainage patterns of the surrounding area to ensure that the plant is not vulnerable to flooding or contamination.
  4. Soil type: The type of soil on which the plant is built can affect the stability of the plant and the effectiveness of treatment processes. For example, clay soils may be more prone to settling, which can affect the operation of sedimentation basins.
  5. Land use: The surrounding land use can affect the potential for contamination of the water source. The design of the plant should take into account the potential sources of contamination and incorporate measures to protect the water source.
To determine the capacity of the plant, the following factors are typically considered:
  1. Demand: The demand for water in the surrounding area will determine the size of the plant required. The plant should be designed to meet the peak demand for water, which can be estimated based on population growth projections and historical water usage data.
  2. Water quality: The quality of the water source will affect the treatment processes required and the capacity of the plant. Water with high levels of contaminants or sediment may require additional treatment processes, which can reduce the capacity of the plant.
  3. Treatment processes: The type and number of treatment processes required will affect the capacity of the plant. For example, adding additional treatment processes to remove specific contaminants may require additional space and equipment, which can reduce the capacity of the plant.
  4. Future expansion: The design of the plant should take into account the potential for future expansion to ensure that the plant can meet the future demand for water.
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The objectives of the current study are:
·        determination of groundwater quality and quantity changes associated with mine dewatering operations;
·        development of monitoring systems to provide early detection of changes in surface and groundwater quality;
·        harmonization of assessment methods and water pollution treatment technologies of waste water streams from oil shale processing;
·        development of mining waste water treatment technologies according to stricter environmental requirements;
·        creation of innovative solutions for possible reuse of mine waters.
The ERA-NET partner universities that we are calling for, should be located in Belgium, Cyprus, Denmark, Estonia, Ireland, Israel, Italy, Republic of Moldova, Norway, Portugal, Romania, South Africa, Spain or in the Netherlands.
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Yes
I m very interested
Best regards
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Dr. Noureddine Ali Elboughdiri,
Associate Professor.
Head of Dept. of Chem. Eng.,
Dept. of Chem. Eng., College of Eng., Univ. of Hail, Hail, KSA
Mobile: ++966 549 571 015
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National School of Engineering Gabes, Gabes 6011, Tunisia
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In WTP, we need to test the Hardness every week, how can we test it in the simplest way?
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J. C. Tarafdar Thank you for your answer.
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Grinding of plant fibres into powder for nature-based water treatment
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I want to thank everyone for their contributions to my question. I have been able to grind the fibre into powder. The process used is called CRYOGENIC MILLING. The link below is an example of the cryogenic milling process:
Regards
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In well water yellow or red iron bacteria is a problem. What do you recommend as a per-treatment prior to RO?
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Periodically CaO treatment followed, after water cleaning, by a 0,22 um filtration.
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we are using municipal wastewater treatment unit effluent to produce DM water using the Sand filter, RO membranes and anion/cation exchange resins, respectively.
The raw water bacteria content is high (TBC=100000, SRB=6800000 calculated 2 days after sampling), we're going to use oxidizing (Calcium Hypochlorite) and nonoxidizing (Isothiazolinone Based) chemicals to reduce microbial content.
Considering a continuous flow of contaminated raw water into our storage before sand filters, could we inject both oxidizing and nonoxidizing agents simultaneously and continuously to feed water? or we may encounter some problems downstream?
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Isothiazolinone is not stable in presence of oxidizers and RO membranes will have shortened useful lives.
What do you mean "2 days after sampling" and microbial titers were per what volume ?
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The cleaning RO company reported to me that the problems of my RO system are the filter spacer slide and the RO caps are broken. So, my professor assigns me to find the factors that cause this problem happens but I couldn't find any information.
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Biofouling
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Hello, is it possible to purchase this article,
Analysis of energy usage at membrane water treatment plants, Desalination and Water Treatment, 29:1-3, 63-72, DOI: 10.5004/dwt.2011.2988, R. Singh
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Thank you Bestani. I was under a time crunch so I found a way to purchase the article. I appreciate you getting back to me but I'm all set.
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Dear researchers,
How can we warm a very high TDS water on the lab and pilot scale?
Thank you so much
Regardson
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Domestic waste water includes Kitchen and Bathroom waste water
Area intended for cultivation - In and around the home or terrace (small less than 5 cents)
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Ac'est a travers la phytoepuration
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I have recently been studying a book entitled "EXPERIMENTAL METHODS IN WASTEWATER TREATMENT", published by Prof. Gürkan Sin and Prof. Krist V. Gernaey, in which Chapter 5 (DATA HANDLING AND PARAMETER ESTIMATION) is an introduction to methods for parameter estimation and uncertainty analysis of water treatment models. However, in the process of learning, it was difficult for me to understand the operation of the specific methods from the book. I would like to have the complete MATLAB code for Example 5.3 (parameter estimation for nitrification process) (this is a TU DELFT web course). Finally, I attach the content URL:https://experimentalmethods.org/courses/data-handling-and-parameter-estimation/
I would be very grateful if you could provide information about this or the complete MATLAB code.
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Did you sign up for the course? It looks as if you have to do that to get the data for the exercise, and then you demonstrate that you use the code pointers to solve the problem, and finally discuss how you did with the tutors, and get a better code set if necessary.
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my experiment project is done by using raw wastewater from my college water treatment plant and i used moringa oleifera seed as the coagulant to perform a jar test. then i analyzed the copper concentration after jar test using AAS by adopting standard addition method. so, i dont have a different initial concentration for each wastewater sample as the initial concentration is constant. can i use the data from different contact time in performing jar test to adopt langmuir isotherm? or it is not possible?
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You can use different initial concentrations, e.g. by diluting samples, as well as you can change the concentration of the adsorbent. Forget about time here, it has to be long enough to get closer to the equilibrium state
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I'm currently conducting research about the Efficacy of Neem Leaves and Calamansi Leaves Extract to Kill Golden Apple Snail (GAS). I'm currently stuck on my methodology because I don't know what is the proper concentration I should do. My adviser told me to conduct an LC50 to know which one is the best among them. He also recommended adding a commercial-based biopesticide to treatments. Overall, my treatment should be as follows:
(Total of 1L solution)
Control Group- 100% Water
Treatment 1- Neem Leaves Extract
Treatment 2- Calamansi Leaves Extract
Treatment 3- Commercial Based
My question is now what is the concentration for my treatment 1 to 3? If you have any suggestions please do reply and give me a reference as well because I need to cite them. Thank you.
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Neem (Azadirachta indica) is recognized as a medicinal plant well known for its antibacterial, antimalarial, antiviral, and antifungal properties. Neem (Azadirachta indica) plants parts shows antimicrobial role through inhibitory effect on microbial growth/potentiality of cell wall breakdown. Azadirachtin, a complex tetranortriterpenoid limonoid present in seeds, is the key constituent responsible for both antifeedant and toxic effects in insects.
Aqueous neem leaf and seed extracts, neem oil and Bioblitz (EC formulation) against golden apple snail in the laboratory. Leaf and seed extracts are the most toxic causing 100% snail mortality at 100 ppm after 48 hours. Aqueous neem seed and leaves extract is tested against golden apple snails in the field . Treatment with concentration 20, 90 and 100 kg/ha of neem seeds are the most effective aqueous extract which inhibited feeding of the golden apple snails.
The toxicity of leaf crude extracts from neem tree and garlic (Allium sativum L.) on mortality rate of golden apple snails at concentrations of 50, 250, 500, 750 and 1000 mg/l. High concentration of neem tree leaf extract (1000 mg/l) killed 95.83% of golden apple snail in 95 hours and high concentration of garlic (1000 mg/l) killed 91.66% of golden apple snail in 96 hours.
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I had problems raising fresh water algae in Bold Basal Media. The chemical components in the media tend to react so much, even though they are mixed thoroughly after adding one by one. Moreover fresh water algae Chlorella vulgaris could not grow well in it. Even after making dilute and transparent media, the algae could not grow. I even doubt the quality of the algae I received.
I have raised marine algae and diatom in my previous research and even used them to treat textile effluent.
Please advice if I can use marine algae to treat domestic waste water (even though its source is fresh water) or should I use the sensitive fresh water algae? Please advice?
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Sri Hari depends on the salinity levels of the water if itwsw above 2.5 levels saline then go for marine or fresh algae is always a option
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Lead oxide is a poisonous one how can we used in water treatment.is there any method used for water purification.
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It is rather PbO2 that is used in water treatment, more precisely in electrochemical methods. Electrochemical methods are a promising alternative for the treatment of wastewaters containing organic pollutants. The main advantages of these processes include environmental compatibility, versatility, energy efficiency, safety, selectivity, amenability to automation and cost-effectiveness. Particular attention has been placed on the anodic oxidation, based on the electro generation of hydroxyl radicals directly at the anode surface from water discharge. It has been generally observed that the nature of the electrode material strongly influences the efficiency of the anodic oxidation process. While for classical anode materials (eg: Pt, C or IrO 2) the oxygen transfer reactions are slow and characterized by low faradic yields and current loss due to O 2 evolution, the use of anodes with high oxygen overpotential, like lead dioxide (PbO 2) gold boron-doped diamond (BDD), favours the degradation and enhances the current efficiency. PbO 2 has been extensively used to decompose organic contaminants owing to its high electrical conductivity, high oxygen overpotential and chemical inertness and low cost compared with other anodic materials. The use of high-performance anodic materials like PbO 2 electrodes can achieve high efficiency and lower the operating cost.
Regards
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I am working on achieving a sustainable water supply system for rural community through design of an upgrade for an existing surface water treatment plant.
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Look at the water demand and the use of conventional treatment methods of diversion, coagulation and flocculation, filtration and chlorination before supplying.
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I want to write research proposal to the supervisor so that he accept me as his student for research.
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With the aid of the following topics, you can start
1- Introduction about the importance of fresh water
20 Environmental Aspects
3- Natural Water Resources
- Study model (Experimental, Analytical, or Numerical)
4- Water Polution
5- Sea water Desalination
6- Water treatment
7- Environmental Protection
8- Results
9- Discussion
10- Conclusion
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Generally we use chitosan to remove heavy metals.
Please help me if you have some fruitful documents.
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The chitosan is a biopolymer that is considered an eco-friendly and efficient alternative of biological origin. Chitosan has become an actor in water treatment. Its use in coagulation/flocculation, adsorption and chitosan-assisted ultrafiltration processes.
By its properties of non-toxicity and biodegradability, chitosan can represent an effective substitute for mineral salts and synthetic polymers for the removal of turbidity in the treatment of drinking water but has the defect of increasing the TOC of the treated water.
Materials of biological origin such as chitosan appear to provide alternative and innovative solutions. This amino polysaccharide has great potential in water treatment due to its biological nature, its origin (obtained mainly from waste from the fishing industry), its non-toxicity, its polycationic character which distinguishes it from other polysaccharides and natural polymers, and its technological versatility. This biopolymer has indeed aroused growing interest since the 2000s to recover and eliminate contaminants present in industrial effluents due to its wide range of applications.
Regards
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For water treatment (say desalination for example), the charge of any saline solution should be neutral. Analyzing the water via IC and ICP will provide concentrations of anions and cations, which can then be used to calculate milliequivalents per liter.
To calculate the charge balance I have seen equations that state:
[SUM(anions) - SUM(cations)] / [SUM(anions) + SUM(cations)] in meq/L
My question is, why is the denominator taken as the sum of the collective anions and cations? Why not the average of the anions and cations?
Thanks in advance!
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I did have this concern as well. Most people give this the same equations,
[SUM(anions) - SUM(cations)] / [SUM(anions) + SUM(cations)] in meq/L
But I feel it doesn't make any sense for me.
Fortunately, I found this link
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Hello everyone
I am a second-year master student in Nanotechnology Engineering with a background in Biochemical Engineering, looking for a suitable topic and project for my master's thesis in Italy or any other country. My research interests are water treatment, wastewater and waste management, nanosensors, nanobiosensors, CNTs, Graphene and Graphene oxide and etc. I would be grateful if you could notice me in case of any available item. Additionally, any suggestions and recommendations are highly appreciated.
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Hello Eng. Sajad
I highly recommend the production of bacterial nanocellulose and its commercially production.
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I am trying to remove phosphate from wastewater sample and also recover them. Is there any material that only absorb phosphate from water? Therefore, which natural material should be appropriate to use as absorbent?
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Tamjid Us Sakib depends on the type of technology selection and project
microlage is preferred in case of biological and if you have space and time with low cost investment however if you go via chemical route there are many like activated carbon, haaluminum sulphate or few other sales can also be used
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Can anyone list out the advantage and disadvantages of water pollution remediation technique/ method in a broad and detailed approach??
For example
UV treatment / Electrochemical/ biological process/ bioremediation
Membrane separation/ Advanced oxidation process/ coagulation or flocculation...
Adsorption by biochar/activated carbon/CNT/ Graphene etc.
Note: Need it for a write up. Thank You
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Akito I Sema There are many methods of water purifcaiton depends on the technology selection and water quality to be tested before and after which is very important however few of the technologies which we can list are as follows:
Coagulation or also known as Floculation
Sedimentation is also one of the technology which is used for filtering water
pH Correction is mostly used by various low cost technologies
Common filternation methods based on the tds/cod/bod to be adjusted
Sludge drying is also one of the common method
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There are lots of laboratory studies on nano application in water/wastewater treatment. however not sure if there is any real world treatment plant sample using this kind of technology in its treatment process worldwide.
Can someone let me know if a treatment plant (water/waste) currently is applying this technology in its process?
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There are following drawbacks in using nano technology at WW treatment plants:
1. aggregation of nanoparticles in WW
2. Water contamination by leaching of nano composites
3. Human toxicity due to skin exposure of nano particles
4. Difficulties in disposing nano wastes after WW treatment
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pulsator technology is used widely in water treatment, but it is an innovation to use it in a SBR process , whili it can enhance the handelling of sludge in settling and draw phase and finally an efficient denitrification.
i wanna know about the primary considerations or impediments in using this technology, of course if there is any !
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Good question. Now superpulsator are in use they are clarifier that combines the principles of a sludge blanket and solids contact system into a single, high-rate, clarification unit. Capable of removing turbidity, color, TOC and other constituents in both municipal and industrial water applications.
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I am working on the application of Gaussian mixture model (having two variables) on monitoring the sludge profiles of a secondary settler of a waste water treatment plant such that the sludge concentration is a function of the settler level.
The data needed are:
1) Sludge concentration (V1)
2) Settler level (V2).
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You should contact to local wastewater treatment company in your area to ask for the data. They are normally willing to share it with you
Good luck!
K
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I am working on a chemistry lab report that revolves around the relationship between coagulant dose and its effectiveness at coagulating orthophosphates in lake water.
One of my theoretical questions is as follows:
Calculate the dose of coagulant in mg·L -1 , if the alkalinity of the water before treatment was 5 mval·L-1 , and its acidity was 0.4 mval·L-1 , and the pH of the treated water after coagulation with AlCl3 must be neutral (pH 7).
Thanks!
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Aluminium salts will react with phosphate salts to form relatively insoluble poly aluminium phosphate complexes, usually in the mole ratio of one to one. Other substances present in the lake water will also react with the aluminium. Coagulant doses cannot be calculated but must be determined experimentally by simple jar tests. This calculation will provide you with a starting point to undertake jar tests to determine the optimum dose for that particular water.
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Kindly give the names of crude oils that can be used for waste water treatments.
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As far as I know, crude oils contain different organic compounds and can be considered hazardous waste. So, the answer should be no
Regards,
K
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These days, the more technology is growing, the more experts work on greenways to desalinate seawater to produce drinking water. One of the most notable of them is undoubtedly solar desalination.
But, besides a lot of advantages of the solar method, there are weak points that prevent this technology from maturing compared to conventional methods such as electrical energy, fossil fuel, etc.
Please give your idea and thoughts about these limitations.
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People have strong opposing views against solar desalination due to following reasons:
  • Solar plants and solar desalination process are expensive
  • It requires a lot of energy to process which could also lead to environmental impacts
  • It is a passive contributor for global GHG emissions
  • The resulting brine would contaminate the environmental water bodies and lead to the destruction of aquatic species
  • Solar desalination requires highly skilled professionals.
For more clarifications, feel free to contact me @shuraik10@gmail.com
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Do I use direct solar radiation during a day or global solar radiation during a day.
help me please 
thanks advance 
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Solar still efficiency = distillate × hfg/ Total solar intensity × glass area× time
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Help, please! If you are interested in the resilience and security of our treated waters. Please help by filling in our 5 min survey on dynamic resilience and the future of visualising data from water treatment assets https://www.surveymonkey.co.uk/r/33FQ9BQ #research #scienceandenvironment #surveying #future #data #security #help #water #wastewatertreatment #wastewatermanagement #wastewatertreatmentplant #sustainablecities
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Many thanks Shakeel!
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I am trying to etch surface of glass beads through NaOH for creating hydrophobic surface. Although the material is getting etched, it's not hydrophobic or positively charged. Also, the NaOH based etching method is not much predictable either. Are there any methods for creating hydrophobicity and a positive charge condition on glass beads?
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You can create a hydrophobic surface on glass surfaces "microbeads" or most any silicate glass surface by application of a silane monolayer. Etching is not generally required - though an etch with NaOH does produce additional surface area for additional bonding of the silane. Examples of this include the application of (Rainex®) or Aquapel® hydrophobic coatings for windshields and other glasses. One only needs Si-OH bonds on the surface. I suggest you refer to a review article on "coupling agents" - The simplest type of material that wold provide a hydrophobic material would be, for instance,
3(R)Si(OH) R could be CH3
More complex systems can be found at https://en.wikipedia.org/wiki/Siloxane
Email me or message me through Researchgate if you need more info.
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Help, please! If you are interested in the resilience and security of our treated waters. Please help by filling in our 5 min survey on dynamic resilience and the future of visualising data from water treatment assets https://www.surveymonkey.co.uk/r/33FQ9BQ #research #scienceandenvironment #surveying #future #data #security #help #water #wastewatertreatment #wastewatermanagement #wastewatertreatmentplant #sustainablecities
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Microplastics (MPs) pollution has become a global environmental concern because of their severe threat to biota. However, limited studies on the elimination of MPs pollution were reported. The conventional treatment methods such as coagulation, sedimentation, screening, and flotation were not suitable for MPs owing to their smaller size than plastic items. Hence many methods for MPs treatment, including AOPs (direct photodegradation, photocatalytic oxidation, and electrochemical oxidation) and biodegradation, have been examined.
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The flow diagram
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Mining, be it iron, cobalt, uranium, coal etc. is known to cause water pollution apart from so many environmental associated hazards. Naturally found or cultured grown algae are good accumulators of the leached metals. But is it recommendable for treating huge litters of heavy metal polluted water? how efficient is it?
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Dear Khikeya, very nice question!
Due to Algal capacity to remove heavy metals, as well as some toxic organic compounds, therefore, it does not lead to secondary pollution. Please kindly read the attached file , it may be very helpful !
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Water from surface wells, pond, and lake was really polluted by coal-fired power plants. Moreover, it can not be performed as drinking and bathing purposes. Clean and freshwater were urgently required for various purposes. Donors supported drinking water as much as they can, but it can not be reached for water demand. Thus, water treatment will be extensively required for all.
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Hi, I'm working on a design project from one of my classes and need to draw the hydraulic profile for a water treatment plant, I have the elevations from a civil 3D surface, where we created a layout of the plant, and I calculated the head loss for each of the structures and head loss of the pipes connecting them, what else do I need to complete the hydraulic profile? I'm planning to draw the prolife in cad once I have all heads, elevations, and other needed information.
Thanks in advance.
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Dear Rc Cf,
I think you can use different alternative software such as: HEC-2, HEC-RAS, Hydraflow… It also depends on the precision you want to achieve for your design.
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Dear Fellow researchers?
I would like to ask the difference ​between RO ​backwashing and ​Clean in Place ​procedure? ​WHich one is ​more effective? ​Advantages and ​disadvantages? ​Which one more ​cost effective?​ 
Moreover, would like ​to ask the ​effectiveness ​of  RO (​water treatment ​facility) ​backwashing. ​  ​
Is there a ​way to ​calculate or ​say how long ​the membrane ​replacement ​would be ​postponed ​with backwashing?​  and is ​the backwashing ​is a necessity ​of RO ​system?  ​ ​
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Nomundari Erdene i do agree with the expert views above specially the ones shared by John Machell and Solvéré Lim
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Hi,
I have a paper that deals with using water treatment residual (a non hazardous waste) to remediate soils. I investigate the micro-scale properties of this waste and then assess how it affects soil structure using XCT.
This fits in with waste management as I am characterising how it can be recycled into soil,
I am using XCT to investigate soil structure, and addresses soil remediation.
Any suggestions of appropriate journals would be much appreciated considering the cross-discipline nature of the paper!
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My personal favourite journal is the Journal of cleaner production and ESPR.
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There is a seawater sample which COD=12 mg/l and chloride interference Cl- = 23000 mg/l
I want to measure the COD value with Hach spectrophotometer 0-40 mg/l vials. I know first I have to remove the chloride interference and I have tried using Silver Nitrate titration (1ml seawater + Silver Nitrate). All of the existing Chloride in sample reacted with silver nitrate and after that the sample was filtered. But the photometer showed an unexpected result COD=60 mg/l.
What do you think the problem is that I got a wrong result?
I really appreciate your help.
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Chloride interference is an important problem of COD measurement for wastewaters containing low organic matter and high chloride concentrations. In case of chloride concentrations up to 2,000 mg/L, mercury sulphate addition at a ratio of 10:1 (HgSO(4):Cl(-)) can adequately mask the interference.
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Hi everyone,
After using the sufi-2 to calibrate my data, the simulated data is very much overestimated. the problem is my basin is very large, about 23,124 km2. I did not include dams/reservoirs in my first simulation in ArcSwat since I did not have that information. Now the only information I have about the dams are the dams storage capacity (m3) and annual water abstraction for water treatment from the dams. I want to know, will only these two pieces of information work and will this improve my p-factor and r-factor and R2 values as the first simulations without dams are very poor.
Also, can I improve the p-factor value without including the dams in SWAT?
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Soumia Gouahi
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We want to design a Sulfuric acid tank in a water treatment plant, which material will be suitable for sulfuric acid tank,
Carbon steel, High-density polyethylene (HDPE), FRP-resin or Portland cement concrete. Kindly help me.
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Hi Dr Muhammad Shoukat Hussain . Teflon is the best material for Sulfuric acid . See the link : https://sciencing.com/types-used-storing-acids-bases-8456845.html
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Focus on treatment of filtering toxins from stormwater
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In our study, we compared various tree species for the suitability of it being used in a modular bioretention tree system in the tropics. Due to the space constrains, a tree species needs to be relatively fast-growing, yet small in size to be modular. In our study we found that Talipariti Tiliaceum combined with engineered soil were relatively successful in the removal of wastewater. The key attribute to this is the root formation of the trees being deep and also the uptake of heavy metals in the water treatment residue (which is found in the engineered soil blend).
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Based on your knowledge, information and research;
- What are the most pollutants which are in the seawater, in addition to oil, plastic and microplastic pollution? (Type Organic/Inorganic/Thermal/Radioactive/Nutrients, etc. + Name of contaminant please)
- What is the biggest source of it?
- Which modern technologies, methods and approaches are being used to tackle/control pollution?
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Most of the marine pollution comes from Land this was an estimation done when the marine pollution was studied by various departments and experts in the field.
This link shows the details of most serious pollutants and sources of pollution in the oceans
Hamid Boleydei hope so this will answer your question
stay connected
with warm regards
Srinivas Kasulla
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Can Nanotechnology solve the high salinty of well water?
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There are still many unknowns in the world of water desalination, however, one thing is known for sure, the techniques of the past are not the solution to the world's water treatment problem. The primary method of reverse osmosis is the most effective but has its limitation. Reverse osmosis requires a high input of energy to produce clean water. In addition, the membranes used in reverse osmosis have glaring downsides. With a predisposition to failing due to fouling and a lack of self-maintenance, plants are forced to produce a high amount of membranes and shut down portions of the site in order to replace them. All processes have their flaws, but nanotechnology aids to remedy them. Nanotechnology streamlines the process of water desalinization, making it a viable option on the industrial level. The NAWADES project and NanoH2O have proved this with their research into new technologies for desalination.
Regards
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We have to eliminate the bacteria that exist in water. Can anyone help us with this problem?
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Mohammad Hossein Abbaspour interesting question and there are many ways of quick and best ways to treat water and avoid polluted water but again it depends on the economics as well as the size of the plant or amount of water to be treated on a daily basis so one can come to a conclusion with the amount of water to be treated and for what purpose is also to make an economical feasibility option to select the best possible available technology.
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Hi,
I am trying to determine the mass fractal dimension of my samples using the well-known power law relation. I know the refractive index of the dispersion medium and the radiation wavelength however, the scattering angle (angle of detectors) and the light intensity is not known. I am using a Malvern Mastersizer 2000 - any ideas on how to obtain these? Is there a conversion sheet or formula?
Thanks
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Hi Remco Bakker , attached are some older comments with a spreadsheet on how to obtain the intensity versus angle data from Mastersizer 2000 data. Not tested, and not sure if this still works in current software.
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Dear colleague
The Moroccan research center in partnership with the Italian center is launching a call for research projects.
I am looking for litaly partners who work on
1 water treatment
Ou2 composite
Or 3 pyrolysis and preparation of combustible briquettes
I have the project already prepared. Italian researchers interested in this offer send me to the address,
Thank youiiiiiiiiiiiiii
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The partnership must is from italy
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waste water treatment
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It all depends on the research questions and then on the money/time available.
Is the research question about looking at the bacterial community structure (e.g. looking at differences in community composition between treatments), looking change in structure and diversity (i.e. looking at changes in structure but also identify the bacteria), looking activity/active microorganisms, looking at changes in relative abundance (e.g. changes over time of bacteria in activated sludge)...
Really this is the first question you need to answer before looking for methods, what is the question. There is no perfect method, it all depends what is the question you ask.
You can use fingerprinting methods (e.g. DGGE, T-RFLP, ARISA) if you are just interested in changes/differences in community structure between samples without interest into who is there. This is quick and relatively cheap but limited in term of outcome.
Now if you want to have a look on changes/differences in community structure and as well diversity (identification of OTU), you should use metataxonomic (also called metabarcoding, amplicon sequencing). You gain much better resolution than with fingerprinting but more expensive and need more skills to analyse the data. You gain data only on a specific genes, the obvious one being 16S.
Quantitative PCR was mentioned (also called real-time PCR), but this method is to asses the abundance of a specific gene. Even if it is the best method to assess microbial abundance you do not access to the community structure. However, you can look at any genes to determine their abundance. It is quick and fairly easy to run.
Then there are also metatranscriptomic looking at RNA rather than DN, so you are focusing on structure of the "active community".
Metagenomic could also be used to look all the genes/genomes present in your samples. The highest resolution you can get, but also one of the most expensive and difficult methods to analyse.
Again, the research questions should determine the methods than should be selected. It is important to be clear about what you want to answer.
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Hello,
I have an experiment in which I treated 3 bean plantations under different watering conditions in order to demonsatrate the effects of heavy metals in bean plant growth (Control: water treatment, Experimental 1: CuSO4 treatment, Experimental 2: CoSO4 treatment).
I am expected to compare the shoot lenght meassurements from Week 1 vs Final Week.
How can I demonstrate satistical differences between the groups during these weeks? (I am thinking on performing an ANOVA test or a Repeated Meassures ANOVA, but do not know how to imput my data).
I am using SPSS to run all my statistics.
Thank you!
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Daniel Garcia when you want to compare three groups on excel then as guided by the experts I do agree with them and also there are many videos available on the youtube or other online video platforms
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Hello!
Are there any scientific explanation that most of hollow fiber membrane manufacturers for water treatment prefers PES to PSU as main material? Are thee any important physical-chemical PES features?
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PES shows more finger-like pores than PSU, leading to higher affinity to water, higher liquid and solution (aqueous) fluxes, and greater flexibility of the PES membranes as compared to higher (non-polar) gas fluxes and mechanical resistance of PSU membranes. Hence, PES should be more suitable for separations involving the liquid state while PSU should be advantageous for gas separation and the application of higher pressures.
You can check the paper below for more information:
Regards,
K
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As we know that there are numerous chemicals available in market for steam boiler feed water softening and descaling, which one Chemical is best suitable for water softening and descaling (chemical cleaning) of boiler?
How much quantity of chemicals is recommended for 2 Ton capacity of boiler ?
Please give your valuable suggestions related to it.
Kind regards.
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The best treatment for steam boiler inlet feedwater and the best chemical for water treatment depends on the characteristics of the water to be used and the operating properties and characteristics of the steam boiler materials. To make a correct selection, you must have more information about the water to be processed and the characteristics of the steam head.
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Hi all,
I have a general question regarding the design of the reactors in water treatment systems that I couldn't find any clear answer by now. I would really appreciate it if anyone can answer this question!
Why all the treatment systems in practice almost always are designed with parallel reactors?
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Iman Jafari, You need to be more specific about what reactors you mean and what their role is. It is often the case that one reactor is running and the other is not, due to regeneration of the catalytic bed which has been deactivated.. The same is the case with adsorbers. There must always be two, one of which is working and the other is where the adsorbent is regenerated.
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Which one is more efficient and why?
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About predicting the pH of Ca(OH)2 aq. solutions (saturated or not) ― cf. my posts (§ III., IV, V.) at:
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Hi,
could you please tell me the formula for calculating the dosage of coagulant in water treatment?
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@ Arvin Hajipour,
Its better and easier to optimize the dose of coagulant by jar test apparatus.
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I need some explanation from both the Physics and Chemistry points of view.
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Apart from been cheap, high removal rate, large specific surface area, easy to buy and operate, etc., activated Carbon in RO is mainly used to protect RO membranes from oxidants such as chlorine, while in wastewater is for adsorption of organic compounds, removal of colour and odour.
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Hi,
Bacteriology pollutant is commonly observed in river because it is open to the atmosphere and subjected to pollute, despite wastewater effluents in to the river. Chlorine commonly uses for removing bacteria and pathogens contaminants in water, but it has some side effects on human health. Which methods of treatment should be used instead of chlorine without negative impacts?
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I agree with the accurate answer of Dr. Sandhya Jayasekara. She gave almost all the bacterial species that are transported in the water and may pose a public health concern, and I would like to add Aeromonas to them, it is also possible to be transmitted by water and Giardia parasite ... And indeed there is resistance against chlorine in addition to the danger of chlorine because it causes, after its interaction with the organic materials present in the water, from the production of chlorine byproduct, which is the most dangerous of which is trihalomethanes. Indeed, it is possible to treat water with UV radiation, which is an effective method against germs, and it is possible to use ozone then filtering with active biological carbon and then chlorine because here we have implied the purity of water from the remnants of organic materials by filtering and implying that even if a few microorganisms remain after treatment with ozone, it will not reproduce due to filtration of organic matter. Because if we left it unfiltered after the ozone treatment, the remaining micro-organisms might grow rapidly and may cause health problems.
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River Bank filtration is a type of filtration that works by passing water to be purified for use as drinking water through the banks of a river or lake.
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Certainly there are often connections between a river and the water table in the floodplain or riparian area. Adjacent areas to lakes may also have connectivity. Regardless, this would still be considered shallow water table, and has potential for variances in quality from the surface or adjacent areas from runoff, animals or wildlife, septic systems or human activities. Or waste materials. Any use for drinking water should probably include some treatments as boiling, and perhaps testing if the sources have pollutants that are not easily filtered. A geologist or groundwater hydrologist may be able to evaluate a specific circumstance, and well drillers might also he helpful in testing rate of groundwater movement to well, with slower rates likely to have more filtration. Since a shallow water table is not a confined aquifer that has been tested for reliable quality, its reliability as a safe drinking water source without treatment and pretreatment and post treatment evaluation over time would not be recommended. River water as a source for drinking influx water can also have varying levels of pollution and quality, depending on land uses, urban and industry, etc. contributing to uncertainty.
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In the water treatment process, at the chlorination of water, we usually have two kinds of residual chlorine (free+combined) after the chlorine demand met. But at the time of chlorination of reclaimed water, I am confused that what kinds of chlorine do I expect after the demand met. I have found somewhere that there should be one residual chlorine that may found either free or combined at the chlorinated reclaimed water. Could you please tell me which one do I get after chlorination of reclaimed water? Thank you.
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You got very good and comprehensive answers. I want to add something, though. Keep in mind that haloforms, by definition, are neither free nor combined chlorine when we talk about breakpoint chemistry. So it is true that some of the chlorine as an atom will exist in bond with carbon, but it will not contribute to your residual chlorine measurement and have no effect (in practice) in disinfection. They are characterized by AOX and are important regarding toxicity.
I think reading about chlorine breakpoint chemistry might be a good help here.
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If anybody know kindly help to clear it.
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The main problem with these biochar(absorbent) is regeneration and handling and disposal of such biochar after application(use).
These absorbent(biochar) are having high surface area, with higherer removal efficiency.
Reg
P.B.Bhagawati
India
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Biochar (solid product with more than 60% carbon as per IBI) has been extensively studied for its production, characterization, and applications. In spite of offering numerous benefits in diverse fields (energy generation, soil, agriculture, water treatment, wildfires, energy storage, and so on), biochar producers are finding it difficult to sustain. Answer to this question may significantly depend on geographical context, so please mention the context while sharing your valuable thoughts. Thank you.
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I think because of different users, for example in wastewater treatment and agriculture. Most agricultural farms required different types of biochars.
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I met an investor who is interested in industrial applications of acoustic radiation. Do you have experience of work with acoustic treatment of materials? Will be glad to discuss it
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Dear Dr Salah Uddin , thank you for useful paper. Now I see that meteorology also is promising field of research in experiments with infrasound application
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Hi, Please can anyone know about the size of the Secure Water Treatment(SWaT) dataset.
Thanks
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They vary. To get full details of a data set use this link to fill in the request form
iTrust Dataset Request (google.com)
You can contact the support team here
iTrust Lab_SupportTeam - iTrust (sutd.edu.sg)
John
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I noticed that some of those who promote water filters consider 150 TDS a health hazard and a water filter should be installed!
What are the risks of a low TDS?
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thank you very much ♥
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Anyone has a step by step guide for designing a settling basin or sedimentation tank? I don't really know what are the parameters I should be focusing on during the design.
Coagulant and flocculant are added to promote sedimentation.
For Water treatment plant.
Thanks !
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Dear Sir,
It depends on type of clarifier (sedimentation tank, long-rectangular, square or cylinder settling basin). The very first parameters you need to concern are flowrate (productivity) and raw water turbility (for coagulant need, basin area and length).
I attached some documents hope these help you.
credit link:
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What are the algae used in water treatment?
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Algae can be used in wastewater treatment for a range of purposes, some of which are used for the removal of coliform bacteria, reduction of both chemical and biochemical oxygen demand, removal of N and/or P, and also for the removal of heavy metals.
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