This document is the contents page for the Journal of Environmental Sciences Vol. 25 No. 11 2013. It lists the titles and authors of 16 articles in the issue. The articles cover a range of topics related to the environment, including aquatic environments, atmospheric environments, terrestrial environments, environmental biology, environmental catalysis and materials, and environmental analytical methods.
IRJET- A Review on Effect of Various Additives on Dispersive Nature of Ex...IRJET Journal
This document discusses dispersive soils and various additives used to improve their properties. It begins with an abstract that defines dispersive soils as those containing high levels of sodium that break down into individual particles when wet, making them highly erodible. Various tests to identify dispersive soils are described. The document then reviews literature on characterizing dispersive soils and evaluating different additives like lime, gypsum, polymers to reduce their dispersivity. It discusses estimating the dispersivity of soils and different approaches to managing dispersive soils through chemical treatment or preventing erosion. Overall, the document provides an overview of dispersive soils and research on evaluating their properties and improving stability through the use of additives.
Experimental and Modeling Column Study of Phosphorus Removal by Permeable Rea...Agriculture Journal IJOEAR
Abstract— This study evaluates the performance of permeable reactive materials for phosphorus removal from water by experimental and model development. A one dimensional solute transport model that describes adsorption process in porous media by mass transfer equation and surface area reduction was developed. Validity of the model was evaluated using several data sets from batch and column experiments. The marble dust, standard sand and volcanic ash were utilized as permeable reactive barriers and porous materials inside packed columns in this research. It was found that the calcium (Ca) content was the most important characteristic of the permeable reactive materials and a factor determining their phosphorus removal efficiency. A high Ca content material showed higher removal capacity of phosphorus. The results of this study demonstrated that the marble dust sorbent has a high efficiency to remove phosphorus from aqueous solution. Comparing the performances of three packed columns filled up with different combinations of the three investigated materials, the differences in permeability played an important role in the treatment residence time and its ensuing effect on the removal efficiencies of phosphorus from water. A combination of 70% marble dust and 30% volcanic ash (as porous packed layers in one column) made a reasonable compromise between high steady phosphorus removal efficiency (~80%) and longevity (over 180 days). A suggestion/recommendation in conclusion was proposed based on these results.
IRJET- Experimental Approach for Stabilizing Sub Grades on Expansive SoilIRJET Journal
This document presents an experimental study on stabilizing expansive subgrade soil with lime. The soil was treated with varying amounts of lime (0-10% by weight) and tested to determine the California Bearing Ratio (CBR) and Free Swell Index (FSI). Test results showed that with increasing lime content, the CBR of the soil increased while the FSI decreased. Specifically, CBR increased from 2.48 for untreated soil to a maximum of 9.2% at 8% lime, while FSI decreased from 45 for untreated soil to a minimum of 12 at 10% lime. The optimal lime content was found to be 10%, resulting in the most significant improvement in soil strength and reduction in swelling properties
This document discusses a study on green concrete called geopolymer concrete. Geopolymer concrete reduces cement usage and emissions by using industrial byproducts like fly ash and slag as binders activated by alkaline liquids instead of ordinary Portland cement. The study evaluated different mixes with fly ash, slag, or a combination as the binder. Sodium hydroxide concentration was also varied from 6M to 14M. Specimens were tested for compressive strength at 7, 14, 28, and 56 days as well as sorptivity and XRD analysis at 28 days. Results showed geopolymer concrete has potential to provide a more sustainable alternative to traditional concrete.
Treatment of Effluent from Granite Cutting Plant by Using Natural Adsorbents ...IJERD Editor
Granite cutting plant is one such industry that releases polluting and turbid effluent. The residue from all these processes is discharged with water as an effluent. The effluent mainly contains many solids that harm the environment. Hence it requires treatment techniques before disposal. Several conventional methods are available for removal of contaminants like coagulation, adsorption, polyelectrolyte methods and biological methods. Most of them are cost prohibitive. The reduction of solids concentration in the effluent before disposal by using the techniques, coagulation followed by adsorption using natural adsorbents, like rice husk carbon and saw dust carbon, in contrast to the usage of activated carbon as it is costly. From a local Granite cutting plant near Anantapur, the effluent is collected and its physico-chemical characteristics are estimated and found to be pH(7.5), TS(4240mg/l), TSS(21560mg/l), TDS(12373mg/l).Effluent obtained is subjected to coagulation by potash alum followed by adsorption using saw dust carbon and rice husk carbon.
IRJET- Partial Replacement of Cement with Cenosphere as Pozzolanic Material i...IRJET Journal
This document discusses a study on partially replacing cement with cenosphere as a pozzolanic material in concrete. Cenosphere is a lightweight, hollow sphere made largely of silica and alumina. The study tested concrete mixes with cenosphere replacing cement at percentages of 0%, 5%, 10%, and 15% by mass. Tests on compressive strength and split tensile strength showed that replacing 5% of cement with cenosphere increased compressive strength by 16.5% and split tensile strength by 5.07% at 28 days. The literature review discussed previous studies that examined using cenosphere to produce lightweight concrete and its effects on properties like mechanical resistance, thermal conductivity, and acoustic absorption.
This document reviews the use of rice husk ash (RHA) as a partial replacement for cement in concrete. It summarizes previous studies that found that RHA can improve the compressive strength and reduce the permeability of concrete, thus increasing durability. The optimal replacement level of cement by RHA found in different studies ranged from 10-20%. RHA concretes also exhibited reduced workability, which can be improved through the use of superplasticizers. The document concludes that RHA has potential as a supplementary cementitious material to produce more sustainable and durable concrete.
This document provides an overview of geopolymer concrete. It discusses that geopolymer concrete completely replaces Portland cement, reducing CO2 emissions. Geopolymer concrete uses industrial byproducts like fly ash or GGBS reacted with an alkaline activator like sodium silicate. The document reviews several studies on geopolymer concrete properties using different mixes, curing methods, and molarities. In general, the studies found that geopolymer concrete strength increases with higher molarity and temperature curing. Replacing fly ash partially with GGBS also increased strength. Geopolymer concrete properties depend on the alkaline activator ratio and curing conditions.
IRJET- A Review on Effect of Various Additives on Dispersive Nature of Ex...IRJET Journal
This document discusses dispersive soils and various additives used to improve their properties. It begins with an abstract that defines dispersive soils as those containing high levels of sodium that break down into individual particles when wet, making them highly erodible. Various tests to identify dispersive soils are described. The document then reviews literature on characterizing dispersive soils and evaluating different additives like lime, gypsum, polymers to reduce their dispersivity. It discusses estimating the dispersivity of soils and different approaches to managing dispersive soils through chemical treatment or preventing erosion. Overall, the document provides an overview of dispersive soils and research on evaluating their properties and improving stability through the use of additives.
Experimental and Modeling Column Study of Phosphorus Removal by Permeable Rea...Agriculture Journal IJOEAR
Abstract— This study evaluates the performance of permeable reactive materials for phosphorus removal from water by experimental and model development. A one dimensional solute transport model that describes adsorption process in porous media by mass transfer equation and surface area reduction was developed. Validity of the model was evaluated using several data sets from batch and column experiments. The marble dust, standard sand and volcanic ash were utilized as permeable reactive barriers and porous materials inside packed columns in this research. It was found that the calcium (Ca) content was the most important characteristic of the permeable reactive materials and a factor determining their phosphorus removal efficiency. A high Ca content material showed higher removal capacity of phosphorus. The results of this study demonstrated that the marble dust sorbent has a high efficiency to remove phosphorus from aqueous solution. Comparing the performances of three packed columns filled up with different combinations of the three investigated materials, the differences in permeability played an important role in the treatment residence time and its ensuing effect on the removal efficiencies of phosphorus from water. A combination of 70% marble dust and 30% volcanic ash (as porous packed layers in one column) made a reasonable compromise between high steady phosphorus removal efficiency (~80%) and longevity (over 180 days). A suggestion/recommendation in conclusion was proposed based on these results.
IRJET- Experimental Approach for Stabilizing Sub Grades on Expansive SoilIRJET Journal
This document presents an experimental study on stabilizing expansive subgrade soil with lime. The soil was treated with varying amounts of lime (0-10% by weight) and tested to determine the California Bearing Ratio (CBR) and Free Swell Index (FSI). Test results showed that with increasing lime content, the CBR of the soil increased while the FSI decreased. Specifically, CBR increased from 2.48 for untreated soil to a maximum of 9.2% at 8% lime, while FSI decreased from 45 for untreated soil to a minimum of 12 at 10% lime. The optimal lime content was found to be 10%, resulting in the most significant improvement in soil strength and reduction in swelling properties
This document discusses a study on green concrete called geopolymer concrete. Geopolymer concrete reduces cement usage and emissions by using industrial byproducts like fly ash and slag as binders activated by alkaline liquids instead of ordinary Portland cement. The study evaluated different mixes with fly ash, slag, or a combination as the binder. Sodium hydroxide concentration was also varied from 6M to 14M. Specimens were tested for compressive strength at 7, 14, 28, and 56 days as well as sorptivity and XRD analysis at 28 days. Results showed geopolymer concrete has potential to provide a more sustainable alternative to traditional concrete.
Treatment of Effluent from Granite Cutting Plant by Using Natural Adsorbents ...IJERD Editor
Granite cutting plant is one such industry that releases polluting and turbid effluent. The residue from all these processes is discharged with water as an effluent. The effluent mainly contains many solids that harm the environment. Hence it requires treatment techniques before disposal. Several conventional methods are available for removal of contaminants like coagulation, adsorption, polyelectrolyte methods and biological methods. Most of them are cost prohibitive. The reduction of solids concentration in the effluent before disposal by using the techniques, coagulation followed by adsorption using natural adsorbents, like rice husk carbon and saw dust carbon, in contrast to the usage of activated carbon as it is costly. From a local Granite cutting plant near Anantapur, the effluent is collected and its physico-chemical characteristics are estimated and found to be pH(7.5), TS(4240mg/l), TSS(21560mg/l), TDS(12373mg/l).Effluent obtained is subjected to coagulation by potash alum followed by adsorption using saw dust carbon and rice husk carbon.
IRJET- Partial Replacement of Cement with Cenosphere as Pozzolanic Material i...IRJET Journal
This document discusses a study on partially replacing cement with cenosphere as a pozzolanic material in concrete. Cenosphere is a lightweight, hollow sphere made largely of silica and alumina. The study tested concrete mixes with cenosphere replacing cement at percentages of 0%, 5%, 10%, and 15% by mass. Tests on compressive strength and split tensile strength showed that replacing 5% of cement with cenosphere increased compressive strength by 16.5% and split tensile strength by 5.07% at 28 days. The literature review discussed previous studies that examined using cenosphere to produce lightweight concrete and its effects on properties like mechanical resistance, thermal conductivity, and acoustic absorption.
This document reviews the use of rice husk ash (RHA) as a partial replacement for cement in concrete. It summarizes previous studies that found that RHA can improve the compressive strength and reduce the permeability of concrete, thus increasing durability. The optimal replacement level of cement by RHA found in different studies ranged from 10-20%. RHA concretes also exhibited reduced workability, which can be improved through the use of superplasticizers. The document concludes that RHA has potential as a supplementary cementitious material to produce more sustainable and durable concrete.
This document provides an overview of geopolymer concrete. It discusses that geopolymer concrete completely replaces Portland cement, reducing CO2 emissions. Geopolymer concrete uses industrial byproducts like fly ash or GGBS reacted with an alkaline activator like sodium silicate. The document reviews several studies on geopolymer concrete properties using different mixes, curing methods, and molarities. In general, the studies found that geopolymer concrete strength increases with higher molarity and temperature curing. Replacing fly ash partially with GGBS also increased strength. Geopolymer concrete properties depend on the alkaline activator ratio and curing conditions.
IRJET- Study of Geopolymer Concrete using Granite Slurry as Sand Replacem...IRJET Journal
This document studies the properties of geopolymer concrete using granite slurry to replace river sand at different replacement levels. Fly ash and ground granulated blast furnace slag are used in a 30:70 ratio as geopolymer materials. Sodium hydroxide and sodium silicate solution are used as an alkaline activator at a molar ratio of 0.56. The compressive and splitting tensile strengths of the concrete mixtures are tested at 28 days. Additionally, beam-column joints are cast using different replacement levels of granite slurry and tested under half cyclic loading to study properties such as load-deflection behavior, ductility, and stiffness degradation. Test results show that strengths increase with granite slurry replacement up to 30
This document summarizes a study that assessed the chemical, physical, and biological properties of new and field-conditioned cross-linked polyacrylamide gels. Both new gels and gels aged 1-6 years in fields contained low levels of acrylamide and acrylic acid monomers, except when subjected to elevated temperatures which caused higher monomer release. Gel water holding capacity decreased sharply within 18 months of field placement due to environmental conditions like UV exposure and freeze/thaw cycles. Microscopy revealed that gels became increasingly colonized by fungi and bacteria over time in fields. The study concluded that cross-linked polyacrylamide placed in soil is relatively stable but loses effectiveness due to declining water retention, raising questions
Me thesis effect of common salt (na cl) on behaviour of black cotton soil e...RAJESH JAIN
This document provides an index and overview of a research paper on the effect of common salt (NaCl) on the behavior of black cotton soil. It includes 9 chapters that cover an introduction, literature review, materials and methodology, observations and calculations, results and discussion, and conclusions. The literature review discusses the chemical properties of NaCl and characteristics of black cotton soil. Previous related research found that engineering properties like maximum dry density and unconfined compressive strength of expansive soils increased with addition of NaCl, while optimum moisture content decreased. The objectives of this study are to investigate the effect of NaCl on index and engineering properties of black cotton soil at different percentages.
A Review Paper on Strength Development of SCMS Based Geopolymer Cementijtsrd
Ten to 50 of the world's total carbon dioxide emissions come from producing cement. The global warming gas is discharged once stone and clays are crushed and heated to high temperatures. New age concrete is outlined as a concrete that uses the waste product as a minimum of one among its parts, or its production method doesnt cause environmental destruction, or its high performance and life cycle property. Varied efforts are conducted by researchers to make some alternatives that can considerably cut back high energy consumed and environmental impacts throughout the fabrication method of cement, together with implementing the idea of commercial ecology. The cleaner technologies in concrete production, like work comparatively high proportion of cement by fly ash up to 100 , the utilization of different natural pozzolans, development of concrete with usage or waste materials, and developing of new age concrete by using polymerization of concrete the present reviews about performance of geopolymer concrete with the SCM materials Fly ash and GGBS M. Anil Kumar | Mr. K. Naga Rajesh "A Review Paper on Strength Development of SCMS Based Geopolymer Cement" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-5 , August 2019, URL: https://www.ijtsrd.com/papers/ijtsrd27963.pdfPaper URL: https://www.ijtsrd.com/engineering/transport-engineering/27963/a-review-paper-on-strength-development-of-scms-based-geopolymer-cement/m-anil-kumar
This document provides a critical review of using recycled coarse aggregate in self-compacting concrete. It summarizes several previous studies that investigated replacing natural coarse aggregate with recycled coarse aggregate from 0-100% in self-compacting concrete mixes. The key findings from the reviewed studies are that compressive strength and other mechanical properties generally decrease as the replacement ratio of recycled coarse aggregate increases, but self-compacting concrete can still meet design requirements with up to 30% replacement. Permeability and durability properties are also mostly unaffected by use of recycled coarse aggregate. Using recycled aggregate in concrete production helps reduce construction waste and demand for natural resources.
This document presents a literature review on the use of manufactured sand as a replacement for natural sand in self-compacting concrete. Several studies that investigated properties of self-compacting concrete made with manufactured sand are summarized. The studies found that workability and strength were generally maintained when replacing up to 30-50% of natural sand with manufactured sand. Higher replacement levels led to reduced strengths. Other studies examined using other materials besides manufactured sand as partial replacements for natural sand, such as seashells, recycled concrete aggregates, and waste tire rubber. Overall, the literature shows that manufactured sand and other materials can partially replace natural sand in self-compacting concrete with minimal effects on properties.
This document presents research on the compressive strength of bamboo leaf ash (BLA) blended cement concrete cured in different sulphate environments. Concrete cubes with 0%, 5%, 10%, and 15% replacement of cement with BLA were cured in water and sulphate solutions of varying concentrations for 21 and 28 days. Testing found that BLA concrete strengths generally increased with higher sulphate concentrations and longer curing times compared to plain cement concrete. Replacement of 10% cement with BLA produced the highest strengths. The results indicate BLA concrete has improved sulphate resistance and could be suitable for use in sulphate environments where early strength is not critical.
The Influence of Swine-Waste Biochar on the Early-Age Characteristics of Ceme...IJERA Editor
The purpose of this research was to investigate the influence of swine-waste biochar (SB) on the early-age characteristics of cement pastes. Using a water/binder ratio of 0.28, SB modified cement pastes were analyzed using Scanning Electron Microscopy (SEM), Fourier Transform Infrared Spectroscopy (FTIR), flow, and Vicat setting tests. Notably, SB reduced the flow and initial setting times of SB modified cement pastes. Due to its porous and negatively charged surfaces, capillary water was adsorbed into the pores of the carbonaceous SB and this reduced the flow of the SB modified cement pastes. Furthermore, it is suspected that the reductions in initial setting times may have been because with the addition of water to the dry SB/cement binder mix, chemical reactions between the calcium cations from Portland cement and carboxylate anions from SB resulted in the development of Calcium Polycarboxylate Salts (C-P-S). Improvements in the properties of SB could enhance its applications in rapid-setting and flow-reducing concrete.
IRJET-An Experimental Study on Effect of Partial Replacement of Normal Weight...IRJET Journal
This study experimentally investigates the effect of partially replacing normal weight aggregates with lightweight aggregates in fly ash based geopolymer concrete. Three types of lightweight aggregates were used as replacements at levels from 0-20%: pumice, LECA (light expanded clay aggregate), and sintagg. The fresh and hardened properties of the resulting lightweight geopolymer concretes were tested, including slump, compressive strength, split tensile strength, and flexural strength after 7, 14, and 28 days of ambient curing. The goal was to develop a greener and lighter concrete that reduces self-weight and construction costs.
The document summarizes research on manufacturing ultra-light ceramsite from slate waste in Shangri-la, China. Key findings include:
1) Through orthogonal experimentation, the optimal production parameters were determined as preheating at 300°C for 25 minutes and sintering at 1230°C for 20 minutes.
2) Analysis showed sintering temperature had the greatest influence on physical properties of the ceramsite, followed by sintering time, preheating temperature, and preheating time.
3) The optimal ceramsite had a bulk density of 729 kg/m3, water absorption of 5.1%, and expansion ratio of 50%, meeting standards for ultra-light cerams
Effect of Resin on the Strength Characteristics of Thonnakkal ClayIJERA Editor
Improving the properties of soil by stabilization is considered as a means of fulfilling design criteria.
Stabilization is usually performed to improve material properties of soil such as strength, stiffness, and
permeability. The use of new materials for soil strengthening is crucial for geotechnical engineering, especially
in foundation construction. Experiments were conducted using resins with different epoxy resin-to-water
(ER/W) ratios. . The results show that by increasing the resin in the soil, the maximum dry density increases,
and the optimum water content decreases in the compaction tests.The results indicate that the epoxy resins
improve the physical and mechanical properties of soil significantly, and if successfully grouted into a
formation, the resins could provide a suitable solution for the stabilization of foundation material.
durability aspects in reference to permeable voids and leaching of calcium hy...IJCMESJOURNAL
The concrete industry is constantly looking for supplementary cementitious material with the objective of reducing the solid waste disposal problem. Fly ash (FA) and Quarry sand (QS) are some among the solid wastes generated by industry. The Quarry sand is one such material which can be used to replace sand as fine aggregate. To overcome from this crisis, partial replacement of natural sand (NS) with Quarry sand and partial replacement of cement with FA can be an economic alternative. This research is carried to study the effect of replacement of sand by Quarry sand and cement by fly ash with using admixture in concrete, especially in reference to permeable voids development, compressive strength, leaching of Ca(OH)2 in curing water and RCPT at 28, 56 and 90 days of age. A M25, M30, M40 Grade concrete were chosen for research. The mix design was carried out and three combinations were chosen, first combination using 100% Natural sand and 100% cement ( treated as controlled mix).In second combination 100%Natural sand is replaced by Quarry sand and cement remains100%. In third combination 30% cement is replaced by Fly ash and 45% Natural sand is replaced by Quarry sand (treated as critical mix). These were chosen from 30 combinations of variable % of Natural sand and Quarry sand and fly ash. The study is aim at understanding the performance of critical mix in reference to controlled mix and concrete containing 100% quarry sand. It is observed that if quarry and is used for concrete then suitable percentage natural sand and fly ash must be added to achieve desired compressive strength and performance of concrete.
BIOCEMENTATION FOR SAND USING WASTE (CONTAIN CALCIUM SOURCE)Aniket Pateriya
This document summarizes a seminar presentation on using bi cementation for sand through microbial induced calcite precipitation. It discusses using waste materials like eggshells and limestone as calcium sources for the MICP reaction. Methods are presented for producing soluble calcium from eggshells and limestone by dissolving them in acid solutions. Factors that influence calcium solubility like particle size and acid concentration are examined. Methods for testing bi cementation on sand samples include measuring permeability reduction and strength increases from precipitated calcite. Results showed eggshell and limestone both increased sand strength and decreased permeability, improving soil properties in an eco-friendly way.
IRJET- Mitigation of Effect of Sulphate in Lime Stabilized Marine ClayIRJET Journal
The document summarizes a study on mitigating the effect of sulphate in lime stabilized marine clay. Marine clay samples were collected from Cochin, India and treated with varying concentrations of lime and additives like sodium sulphate and barium hydroxide. Tests were conducted to determine the sulphate content, unconfined compression strength, liquid limit, plastic limit, free swell index, and specific gravity of the treated soil samples. The study aims to understand how barium hydroxide can reduce the long-term deleterious effects of sulphate on lime-treated marine clays.
The Influence of Partial Replacement of Some Selected Pozzolans on the Drying...Scientific Review SR
Concrete is prone to cracking and one of the major causes of cracking is drying shrinkage of the hardened concrete. This research work was carried out to study the influence of partial replacement of some selected pozzolans on the drying shrinkage of concrete. Four pozzolans used in this study, were made to replace cement at various percentages resulting in various concrete mixes. Setting time test was conducted for the various cement mixes using Vicat’s apparatus and drying shrinkage test was done for the concrete test specimens. The results of the setting time indicate that partial replacement of pozzolans with ordinary Portland cement increases both the initial and final setting time of cement as the percentage replacement increases. Similarly, drying shrinkage results show that concrete made with Groundnut Shell Ash (GSA) and Locust Bean Pod Ash (LBA) at 12% replacement will have a stable and better shrinkage resistance than the control at both 56 days and 90 days. Meanwhile, the control concrete gives a better drying shrinkage at 28 days curing. In conclusion, the results show that pozzolanas [Bamboo Leaves Ash (BLA), Locust Bean Pod Ash (LBA), Sugarcane Bagasse Ash (SBA) and Groundnut Shell Ash (GSA)] can successfully replace cement up to 12% without necessarily affecting the shrinkage ability of the produced concrete. It also shows that Groundnut Shell Ash (GSA), Locust Bean Pod Ash (LBA) and Bamboo Leaves Ash (BLA) are more resistance to drying shrinkage than the control.
In the last decade, the volume of construction waste has risen significantly and social and environmental issues around waste recycling have also been increased. Many analysts contend that recycled concrete aggregates RCAs are mainly useful for non structural concrete purposes. However, this study reveals that the recycled aggregates obtained from concrete collections have good quality concrete. Baton waste from the collapsing structure has been treated and a vast variety of various concentrations are used for the preparation of fresh concrete. Recycled and renewable buildings Waste has long been known to recover manufacturing renewable energy and energy. Among some, gross output is missing. The usage of recycled aggregates decreases the quality of recycled aggregate concrete, which limits its use. Various surface treatment methods were tested to improve the quality of the recycled gross aggregate, such as the purification of the recycled aggregates by water and diluted acid. The pressure characteristics of the refined and untreated field aggregate is contrasted. The results revealed that the tensile strength of the recycled aggregate was compressive, bent and crack less than the natural aggregate. Rajat Saini | Ajay Singh | Swati Dhiman "Study on Recycled Aggregate Concrete" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-4 , June 2021, URL: https://www.ijtsrd.compapers/ijtsrd42499.pdf Paper URL: https://www.ijtsrd.comengineering/civil-engineering/42499/study-on-recycled-aggregate-concrete/rajat-saini
International Journal of Computational Engineering Research(IJCER) is an intentional online Journal in English monthly publishing journal. This Journal publish original research work that contributes significantly to further the scientific knowledge in engineering and Technology
This document evaluates the removal and regeneration of MIEX® resin from coagulation sludge in water treatment. It details experiments using MIEX® resin and alum coagulation to remove natural organic matter (NOM) from synthetic feed water. The resin was regenerated using NaCl solution at different stirring speeds. Results showed 80-90% NOM removal when the velocity gradient during coagulation was between 770-980s-1. Mathematical models of NOM removal at different reuse cycles were developed but require further validation. The research demonstrated resin reusability but noted further work is needed to optimize regeneration conditions and develop models for industrial application.
RESIDUAL COMPRESSIVE STRENGTH OF TERNARY BLENDED CONCRETE AT ELEVATED TEMPERA...Ijripublishers Ijri
The extensive use of concrete as a structural material for the high rise buildings, storage tanks, nuclear reactors and
pressure vessels increase the risk of concrete being exposed to high temperatures. This has led to a demand to improve
the understanding of the effect of temperature on concrete. The behavior of concrete exposed to high temperature is a
result of many factors including the exposed environment and constituent materials.
Concrete structures are exposed to fire when a fire accident occurs. Damage in concrete structures due to fire depends
to a great extent on the intensity and duration of fire. The distress in the concrete manifests in the form of cracking and
spalling of the concrete surface.
Dewatering Flocculated Dredged Soil Slurry with Application of Overburden Pre...IRJET Journal
This document discusses dewatering dredged soil slurry through the application of overburden pressure and flocculants. It begins with an abstract that summarizes the goal of improving dewatering efficiency through the addition of flocculants like ferric chloride to the soil slurry. Then, it reviews several past studies that examined using vertical drains, flocculants, and overburden pressure to increase settlement rates and reduce water content in dredged soils. The document goes on to describe a planned model test to study the effects of a flocculant on dredged soil slurry under a surcharge preloading pressure. The goal is to improve dewatering and obtain a higher settlement rate and greater
IRJET- Study of Geopolymer Concrete using Granite Slurry as Sand Replacem...IRJET Journal
This document studies the properties of geopolymer concrete using granite slurry to replace river sand at different replacement levels. Fly ash and ground granulated blast furnace slag are used in a 30:70 ratio as geopolymer materials. Sodium hydroxide and sodium silicate solution are used as an alkaline activator at a molar ratio of 0.56. The compressive and splitting tensile strengths of the concrete mixtures are tested at 28 days. Additionally, beam-column joints are cast using different replacement levels of granite slurry and tested under half cyclic loading to study properties such as load-deflection behavior, ductility, and stiffness degradation. Test results show that strengths increase with granite slurry replacement up to 30
This document summarizes a study that assessed the chemical, physical, and biological properties of new and field-conditioned cross-linked polyacrylamide gels. Both new gels and gels aged 1-6 years in fields contained low levels of acrylamide and acrylic acid monomers, except when subjected to elevated temperatures which caused higher monomer release. Gel water holding capacity decreased sharply within 18 months of field placement due to environmental conditions like UV exposure and freeze/thaw cycles. Microscopy revealed that gels became increasingly colonized by fungi and bacteria over time in fields. The study concluded that cross-linked polyacrylamide placed in soil is relatively stable but loses effectiveness due to declining water retention, raising questions
Me thesis effect of common salt (na cl) on behaviour of black cotton soil e...RAJESH JAIN
This document provides an index and overview of a research paper on the effect of common salt (NaCl) on the behavior of black cotton soil. It includes 9 chapters that cover an introduction, literature review, materials and methodology, observations and calculations, results and discussion, and conclusions. The literature review discusses the chemical properties of NaCl and characteristics of black cotton soil. Previous related research found that engineering properties like maximum dry density and unconfined compressive strength of expansive soils increased with addition of NaCl, while optimum moisture content decreased. The objectives of this study are to investigate the effect of NaCl on index and engineering properties of black cotton soil at different percentages.
A Review Paper on Strength Development of SCMS Based Geopolymer Cementijtsrd
Ten to 50 of the world's total carbon dioxide emissions come from producing cement. The global warming gas is discharged once stone and clays are crushed and heated to high temperatures. New age concrete is outlined as a concrete that uses the waste product as a minimum of one among its parts, or its production method doesnt cause environmental destruction, or its high performance and life cycle property. Varied efforts are conducted by researchers to make some alternatives that can considerably cut back high energy consumed and environmental impacts throughout the fabrication method of cement, together with implementing the idea of commercial ecology. The cleaner technologies in concrete production, like work comparatively high proportion of cement by fly ash up to 100 , the utilization of different natural pozzolans, development of concrete with usage or waste materials, and developing of new age concrete by using polymerization of concrete the present reviews about performance of geopolymer concrete with the SCM materials Fly ash and GGBS M. Anil Kumar | Mr. K. Naga Rajesh "A Review Paper on Strength Development of SCMS Based Geopolymer Cement" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-5 , August 2019, URL: https://www.ijtsrd.com/papers/ijtsrd27963.pdfPaper URL: https://www.ijtsrd.com/engineering/transport-engineering/27963/a-review-paper-on-strength-development-of-scms-based-geopolymer-cement/m-anil-kumar
This document provides a critical review of using recycled coarse aggregate in self-compacting concrete. It summarizes several previous studies that investigated replacing natural coarse aggregate with recycled coarse aggregate from 0-100% in self-compacting concrete mixes. The key findings from the reviewed studies are that compressive strength and other mechanical properties generally decrease as the replacement ratio of recycled coarse aggregate increases, but self-compacting concrete can still meet design requirements with up to 30% replacement. Permeability and durability properties are also mostly unaffected by use of recycled coarse aggregate. Using recycled aggregate in concrete production helps reduce construction waste and demand for natural resources.
This document presents a literature review on the use of manufactured sand as a replacement for natural sand in self-compacting concrete. Several studies that investigated properties of self-compacting concrete made with manufactured sand are summarized. The studies found that workability and strength were generally maintained when replacing up to 30-50% of natural sand with manufactured sand. Higher replacement levels led to reduced strengths. Other studies examined using other materials besides manufactured sand as partial replacements for natural sand, such as seashells, recycled concrete aggregates, and waste tire rubber. Overall, the literature shows that manufactured sand and other materials can partially replace natural sand in self-compacting concrete with minimal effects on properties.
This document presents research on the compressive strength of bamboo leaf ash (BLA) blended cement concrete cured in different sulphate environments. Concrete cubes with 0%, 5%, 10%, and 15% replacement of cement with BLA were cured in water and sulphate solutions of varying concentrations for 21 and 28 days. Testing found that BLA concrete strengths generally increased with higher sulphate concentrations and longer curing times compared to plain cement concrete. Replacement of 10% cement with BLA produced the highest strengths. The results indicate BLA concrete has improved sulphate resistance and could be suitable for use in sulphate environments where early strength is not critical.
The Influence of Swine-Waste Biochar on the Early-Age Characteristics of Ceme...IJERA Editor
The purpose of this research was to investigate the influence of swine-waste biochar (SB) on the early-age characteristics of cement pastes. Using a water/binder ratio of 0.28, SB modified cement pastes were analyzed using Scanning Electron Microscopy (SEM), Fourier Transform Infrared Spectroscopy (FTIR), flow, and Vicat setting tests. Notably, SB reduced the flow and initial setting times of SB modified cement pastes. Due to its porous and negatively charged surfaces, capillary water was adsorbed into the pores of the carbonaceous SB and this reduced the flow of the SB modified cement pastes. Furthermore, it is suspected that the reductions in initial setting times may have been because with the addition of water to the dry SB/cement binder mix, chemical reactions between the calcium cations from Portland cement and carboxylate anions from SB resulted in the development of Calcium Polycarboxylate Salts (C-P-S). Improvements in the properties of SB could enhance its applications in rapid-setting and flow-reducing concrete.
IRJET-An Experimental Study on Effect of Partial Replacement of Normal Weight...IRJET Journal
This study experimentally investigates the effect of partially replacing normal weight aggregates with lightweight aggregates in fly ash based geopolymer concrete. Three types of lightweight aggregates were used as replacements at levels from 0-20%: pumice, LECA (light expanded clay aggregate), and sintagg. The fresh and hardened properties of the resulting lightweight geopolymer concretes were tested, including slump, compressive strength, split tensile strength, and flexural strength after 7, 14, and 28 days of ambient curing. The goal was to develop a greener and lighter concrete that reduces self-weight and construction costs.
The document summarizes research on manufacturing ultra-light ceramsite from slate waste in Shangri-la, China. Key findings include:
1) Through orthogonal experimentation, the optimal production parameters were determined as preheating at 300°C for 25 minutes and sintering at 1230°C for 20 minutes.
2) Analysis showed sintering temperature had the greatest influence on physical properties of the ceramsite, followed by sintering time, preheating temperature, and preheating time.
3) The optimal ceramsite had a bulk density of 729 kg/m3, water absorption of 5.1%, and expansion ratio of 50%, meeting standards for ultra-light cerams
Effect of Resin on the Strength Characteristics of Thonnakkal ClayIJERA Editor
Improving the properties of soil by stabilization is considered as a means of fulfilling design criteria.
Stabilization is usually performed to improve material properties of soil such as strength, stiffness, and
permeability. The use of new materials for soil strengthening is crucial for geotechnical engineering, especially
in foundation construction. Experiments were conducted using resins with different epoxy resin-to-water
(ER/W) ratios. . The results show that by increasing the resin in the soil, the maximum dry density increases,
and the optimum water content decreases in the compaction tests.The results indicate that the epoxy resins
improve the physical and mechanical properties of soil significantly, and if successfully grouted into a
formation, the resins could provide a suitable solution for the stabilization of foundation material.
durability aspects in reference to permeable voids and leaching of calcium hy...IJCMESJOURNAL
The concrete industry is constantly looking for supplementary cementitious material with the objective of reducing the solid waste disposal problem. Fly ash (FA) and Quarry sand (QS) are some among the solid wastes generated by industry. The Quarry sand is one such material which can be used to replace sand as fine aggregate. To overcome from this crisis, partial replacement of natural sand (NS) with Quarry sand and partial replacement of cement with FA can be an economic alternative. This research is carried to study the effect of replacement of sand by Quarry sand and cement by fly ash with using admixture in concrete, especially in reference to permeable voids development, compressive strength, leaching of Ca(OH)2 in curing water and RCPT at 28, 56 and 90 days of age. A M25, M30, M40 Grade concrete were chosen for research. The mix design was carried out and three combinations were chosen, first combination using 100% Natural sand and 100% cement ( treated as controlled mix).In second combination 100%Natural sand is replaced by Quarry sand and cement remains100%. In third combination 30% cement is replaced by Fly ash and 45% Natural sand is replaced by Quarry sand (treated as critical mix). These were chosen from 30 combinations of variable % of Natural sand and Quarry sand and fly ash. The study is aim at understanding the performance of critical mix in reference to controlled mix and concrete containing 100% quarry sand. It is observed that if quarry and is used for concrete then suitable percentage natural sand and fly ash must be added to achieve desired compressive strength and performance of concrete.
BIOCEMENTATION FOR SAND USING WASTE (CONTAIN CALCIUM SOURCE)Aniket Pateriya
This document summarizes a seminar presentation on using bi cementation for sand through microbial induced calcite precipitation. It discusses using waste materials like eggshells and limestone as calcium sources for the MICP reaction. Methods are presented for producing soluble calcium from eggshells and limestone by dissolving them in acid solutions. Factors that influence calcium solubility like particle size and acid concentration are examined. Methods for testing bi cementation on sand samples include measuring permeability reduction and strength increases from precipitated calcite. Results showed eggshell and limestone both increased sand strength and decreased permeability, improving soil properties in an eco-friendly way.
IRJET- Mitigation of Effect of Sulphate in Lime Stabilized Marine ClayIRJET Journal
The document summarizes a study on mitigating the effect of sulphate in lime stabilized marine clay. Marine clay samples were collected from Cochin, India and treated with varying concentrations of lime and additives like sodium sulphate and barium hydroxide. Tests were conducted to determine the sulphate content, unconfined compression strength, liquid limit, plastic limit, free swell index, and specific gravity of the treated soil samples. The study aims to understand how barium hydroxide can reduce the long-term deleterious effects of sulphate on lime-treated marine clays.
The Influence of Partial Replacement of Some Selected Pozzolans on the Drying...Scientific Review SR
Concrete is prone to cracking and one of the major causes of cracking is drying shrinkage of the hardened concrete. This research work was carried out to study the influence of partial replacement of some selected pozzolans on the drying shrinkage of concrete. Four pozzolans used in this study, were made to replace cement at various percentages resulting in various concrete mixes. Setting time test was conducted for the various cement mixes using Vicat’s apparatus and drying shrinkage test was done for the concrete test specimens. The results of the setting time indicate that partial replacement of pozzolans with ordinary Portland cement increases both the initial and final setting time of cement as the percentage replacement increases. Similarly, drying shrinkage results show that concrete made with Groundnut Shell Ash (GSA) and Locust Bean Pod Ash (LBA) at 12% replacement will have a stable and better shrinkage resistance than the control at both 56 days and 90 days. Meanwhile, the control concrete gives a better drying shrinkage at 28 days curing. In conclusion, the results show that pozzolanas [Bamboo Leaves Ash (BLA), Locust Bean Pod Ash (LBA), Sugarcane Bagasse Ash (SBA) and Groundnut Shell Ash (GSA)] can successfully replace cement up to 12% without necessarily affecting the shrinkage ability of the produced concrete. It also shows that Groundnut Shell Ash (GSA), Locust Bean Pod Ash (LBA) and Bamboo Leaves Ash (BLA) are more resistance to drying shrinkage than the control.
In the last decade, the volume of construction waste has risen significantly and social and environmental issues around waste recycling have also been increased. Many analysts contend that recycled concrete aggregates RCAs are mainly useful for non structural concrete purposes. However, this study reveals that the recycled aggregates obtained from concrete collections have good quality concrete. Baton waste from the collapsing structure has been treated and a vast variety of various concentrations are used for the preparation of fresh concrete. Recycled and renewable buildings Waste has long been known to recover manufacturing renewable energy and energy. Among some, gross output is missing. The usage of recycled aggregates decreases the quality of recycled aggregate concrete, which limits its use. Various surface treatment methods were tested to improve the quality of the recycled gross aggregate, such as the purification of the recycled aggregates by water and diluted acid. The pressure characteristics of the refined and untreated field aggregate is contrasted. The results revealed that the tensile strength of the recycled aggregate was compressive, bent and crack less than the natural aggregate. Rajat Saini | Ajay Singh | Swati Dhiman "Study on Recycled Aggregate Concrete" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-4 , June 2021, URL: https://www.ijtsrd.compapers/ijtsrd42499.pdf Paper URL: https://www.ijtsrd.comengineering/civil-engineering/42499/study-on-recycled-aggregate-concrete/rajat-saini
International Journal of Computational Engineering Research(IJCER) is an intentional online Journal in English monthly publishing journal. This Journal publish original research work that contributes significantly to further the scientific knowledge in engineering and Technology
This document evaluates the removal and regeneration of MIEX® resin from coagulation sludge in water treatment. It details experiments using MIEX® resin and alum coagulation to remove natural organic matter (NOM) from synthetic feed water. The resin was regenerated using NaCl solution at different stirring speeds. Results showed 80-90% NOM removal when the velocity gradient during coagulation was between 770-980s-1. Mathematical models of NOM removal at different reuse cycles were developed but require further validation. The research demonstrated resin reusability but noted further work is needed to optimize regeneration conditions and develop models for industrial application.
RESIDUAL COMPRESSIVE STRENGTH OF TERNARY BLENDED CONCRETE AT ELEVATED TEMPERA...Ijripublishers Ijri
The extensive use of concrete as a structural material for the high rise buildings, storage tanks, nuclear reactors and
pressure vessels increase the risk of concrete being exposed to high temperatures. This has led to a demand to improve
the understanding of the effect of temperature on concrete. The behavior of concrete exposed to high temperature is a
result of many factors including the exposed environment and constituent materials.
Concrete structures are exposed to fire when a fire accident occurs. Damage in concrete structures due to fire depends
to a great extent on the intensity and duration of fire. The distress in the concrete manifests in the form of cracking and
spalling of the concrete surface.
Dewatering Flocculated Dredged Soil Slurry with Application of Overburden Pre...IRJET Journal
This document discusses dewatering dredged soil slurry through the application of overburden pressure and flocculants. It begins with an abstract that summarizes the goal of improving dewatering efficiency through the addition of flocculants like ferric chloride to the soil slurry. Then, it reviews several past studies that examined using vertical drains, flocculants, and overburden pressure to increase settlement rates and reduce water content in dredged soils. The document goes on to describe a planned model test to study the effects of a flocculant on dredged soil slurry under a surcharge preloading pressure. The goal is to improve dewatering and obtain a higher settlement rate and greater
Application of colloidal gas aphron suspensions produced from sapindus mukoro...Soumyadeep Mukherjee
This document discusses using colloidal gas aphron suspensions produced from soapnut, a natural surfactant, to remove arsenic from contaminated soil. Soapnut colloidal gas aphrons (CGAs) and solutions were compared to SDS CGAs and solutions for their ability to remove arsenic from soil columns. Soapnut CGAs removed over 70% of arsenic from soil at pH 5-6, while SDS CGAs removed up to 55%. Both CGAs and solutions showed similar performance, but CGAs were more economical since they contain air, requiring less surfactant. The soapnut solution did not interact chemically with arsenic, allowing recovery of the solution and arsenic after removal from
Ammonium-based deep eutectic solvents as novel soil washing agent for lead re...Soumyadeep Mukherjee
This document discusses using deep eutectic solvents (DESs) and natural surfactants for removing lead from contaminated soil. DESs were prepared using choline chloride mixed with various hydrogen bond donors like fructose, sucrose, glycerol, and ethylene glycol. Addition of a natural surfactant called saponin, extracted from soapnut fruit, improved the lead removal efficiency of the DESs. Batch tests showed the fructose-based DES combined with 1% saponin solution removed up to 72% of lead from the contaminated soil. The DESs act as mild acids and the saponin further enhances removal by supplying hydrogen ions. This study suggests natural compound-based DESs have
This document summarizes recent advances in removing uranium from contaminated soils using chemical and biological techniques. It discusses soil washing using water or chemical additives to dissolve and extract uranium. Soil acidification and addition of chelating agents like citric acid were found to maximize uranium solubility and extraction. Sodium bicarbonate achieved 75-90% uranium removal efficiency from contaminated soils. The document reviews various chemical leaching solutions for uranium removal and their effectiveness.
Arsenic removal from soil with high iron content using a natural surfactant a...Soumyadeep Mukherjee
This document summarizes a study on removing arsenic from contaminated soil using a natural surfactant extracted from soapnut fruit and phosphate solution. The study found that:
1) A mixture of the natural surfactant and phosphate solution was most effective at desorbing arsenic from the soil, achieving over 70% removal in the pH range of 4-5.
2) Sequential extraction revealed the mixed solution was effective at removing arsenic associated with amphoteric iron oxide forms in the soil.
3) Response surface methodology predicted the mixture could achieve up to 80% arsenic removal when using around 1.5% soapnut and 100mM phosphate at a soil to solution ratio of 1:30
GGBS are added from 0% to 40% by dry weight of soil, first of all check the all
soil property at 0 % (no GGBS) and then compare after addition of GGBS from 10% to 40%. On
the basis of Standard Proctor test & Unconfined Compressive Strength test the optimum
percentage of GGBS is 10%. Investigations showed that generally the engineering properties
which improved with the addition of GGBS. The California bearing ratio of soil increases as the
percentage of GGBS replaced in increase.
Behavior of Black Cotton Soil with Addition of Sodium Carbonate and Calcium C...IRJET Journal
This document discusses an experimental study on the effectiveness of stabilizing black cotton soil with sodium carbonate and calcium carbonate. Black cotton soil samples were prepared with chemical solutions containing 0.5-3% of each chemical by weight of soil. Tests were conducted to determine the index properties, compaction characteristics, unconfined compression strength, and triaxial shear strength of the treated soils at 0, 3 and 7 days of curing. The results showed that both chemicals increased the maximum dry density and decreased the optimum moisture content of the soil compared to the untreated soil. Calcium carbonate was found to be more effective than sodium carbonate in improving the strength and stability of the black cotton soil.
LABORATORY INVESTIGATION OF DIFFERENT ADDITIVES TO CHARACTERIZE THE PERFORMAN...Harshit Singh
The aim of this paper is to examine the effect of some non-conventional additives on the properties of soil. In this paper,
an attempt has been made to study the compaction and CBR characteristics tests of locally available soil mixing with different
percentages (added individually and in combinations) of Silica Fume, Terrasil and Zycobond with a view to determine the optimum
percentage. The current research shows the effective utilization of micro silica fume terrasil and zycobond in the improvement of
sub grade characteristics of expansive soil. This paper deals with the review of some previous studies that are done to improve
properties of weak soil by Micro silica, Terrasil and Zycobond.
Stabilisation of clay subgrade using sawdust Ash and concrete debrisDKarthik SK
This project is done in Highway Research Station,Guindy ,Chennai.
We use concrete debris and sawdust ash as stabilizer for subgrade to increase CBR strength and reduce pavement thickness.
For details contact : skconnectme7@gmail.com
IJERA (International journal of Engineering Research and Applications) is International online, ... peer reviewed journal. For more detail or submit your article, please visit www.ijera.com
IRJET=-Effect of Municipal Solid Waste Leachate on the Strength of Compacted ...IRJET Journal
This document summarizes a study on the effect of municipal solid waste (MSW) leachate on the strength of compacted tropical soil intended for use as a landfill liner. Specimens of a clayey tropical soil were compacted using three different compactive efforts and permeated with MSW leachate for periods up to 120 days. Unconfined compressive strength (UCS) tests showed that the strength of the compacted soil generally decreased with increasing permeation period, due to an increase in clay-size particles that lowered friction between particles. UCS values greater than 200 kN/m2 (the minimum required for landfill liners) were recorded for permeation periods up to 42 days for
This document summarizes a study that investigated stabilizing a clayey soil with fly ash and lime through a micro-level analysis. The study found that adding 20% fly ash and 8.5% lime optimized the soil's strength and engineering properties. Tests showed the additions reduced plasticity, swelling, and increased density and strength. Microscopic analysis using XRD, SEM and other techniques confirmed the pozzolanic reactions broke down the soil's montmorillonite structure. The stabilized soil gained stiff characteristics suitable for subgrade applications.
This document summarizes a study on using coagulation-flocculation with micro sand to treat stabilized landfill leachate. The study examined different particle sizes of micro sand in combination with PAC, alum, or ferric chloride coagulants. The highest removal efficiencies for SS, color, COD, and ammoniacal nitrogen were achieved using PAC and cationic polymer with micro sand sizes of 75-90μm or 181-212μm. Removal rates of over 90% were achieved for SS and color, while COD and ammoniacal nitrogen removal rates were over 60% and 50% respectively. Micro sand provided improved removal compared to micro zeolite, though efficiencies were slightly lower
International Journal of Engineering Research and Applications (IJERA) is an open access online peer reviewed international journal that publishes research and review articles in the fields of Computer Science, Neural Networks, Electrical Engineering, Software Engineering, Information Technology, Mechanical Engineering, Chemical Engineering, Plastic Engineering, Food Technology, Textile Engineering, Nano Technology & science, Power Electronics, Electronics & Communication Engineering, Computational mathematics, Image processing, Civil Engineering, Structural Engineering, Environmental Engineering, VLSI Testing & Low Power VLSI Design etc.
IRJET- Effect of Bio enzyme – TerraZyme on Compaction, Consistency Limits and...IRJET Journal
This document summarizes a study that evaluated the effect of the bio-enzyme TerraZyme on the engineering properties of expansive soil. The soil samples were treated with four different dosages of TerraZyme and tested after 7, 14, and 21 days of curing. The following key results were found:
1. The liquid limit, plastic limit, and plasticity index of the soil decreased with increasing TerraZyme dosage, indicating improved workability.
2. The optimum moisture content decreased and maximum dry density increased with TerraZyme dosage during compaction testing, allowing for better compaction.
3. Unconfined compressive strength of the soil increased significantly with Terra
This document discusses the influence of chloride compounds on the swelling and strength properties of expansive subgrade soil. Three chloride compounds - ammonium chloride, magnesium chloride, and aluminum chloride - were added to expansive soil from Andhra Pradesh, India in varying percentages. Laboratory tests found that all three compounds reduced the soil's differential free swell and swell pressure, with aluminum chloride providing the greatest reductions. Unconfined compressive strength increased with chemical addition and curing time, with aluminum chloride giving the highest strength values at 1% addition and 14 days of curing. Aluminum chloride was the most effective chloride compound in improving the engineering properties of the expansive soil.
Study on Geotechnical Properties of Stabilized Expansive SoilQuarry Dust Mixesiosrjce
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) is a double blind peer reviewed International Journal that provides rapid publication (within a month) of articles in all areas of mechanical and civil engineering and its applications. The journal welcomes publications of high quality papers on theoretical developments and practical applications in mechanical and civil engineering. Original research papers, state-of-the-art reviews, and high quality technical notes are invited for publications.
The document summarizes a study on the geotechnical properties of expansive soil stabilized with quarry dust. Laboratory tests were conducted on expansive soil mixed with 0-15% quarry dust. The tests showed that 10% quarry dust improved the soil's properties the most by reducing differential free swell by 28%, increasing soaked CBR from 1.2 to 6.7, reducing cohesion from 16kN/m2 to 1kN/m2 and increasing the angle of internal friction from 19° to 30°. Cyclic plate load tests also indicated 10% quarry dust improved the load bearing capacity of model flexible pavements made with the treated soil.
Similar to Comparison of a plant based natural surfactant with sds for washing of as(v) from fe rich soil (20)
Application of guar gum for the removal of dissolved lead from wastewaterSoumyadeep Mukherjee
This document discusses the use of guar gum for removing dissolved lead from wastewater. Guar gum, extracted from guar beans, was able to achieve 83% removal of lead (initial concentration of 15 mg/L) at an optimal dose and pH level. The removal mechanism involves hydrogen bonding between lead ions and guar gum, as shown by FTIR analysis. Scanning electron microscopy images also showed guar gum forming compact flocs. Response surface methodology was used to optimize the process parameters of guar gum dose, pH, and initial lead concentration to maximize lead removal. Guar gum is a potential alternative to inorganic coagulants for wastewater treatment since it produces less sludge and does not introduce additional pollutants.
Effect of phosphate on arsenic removal from contaminated soil using colloidal...Soumyadeep Mukherjee
This document summarizes a study that evaluated using phosphate and colloidal gas aphrons (CGAs) generated from saponin extracted from the Sapindus mukorossi fruit to remove low levels of arsenic from contaminated soil. The addition of phosphates to the soapnut saponin solution improved arsenic removal from the soil by up to 35% compared to using soapnut saponin alone, with soapnut-phosphate CGAs removing up to 95% of arsenic from the soil. Scanning electron microscopy of the washed soil revealed only minor corrosion from using the phosphate-soapnut solution. Therefore, the addition of phosphates has a positive impact on using soapnut saponin to wash
Optimization of pulp fibre removal by flotation using colloidal gas aphrons g...Soumyadeep Mukherjee
This document discusses the optimization of pulp fiber removal from paper mill wastewater using colloidal gas aphrons (CGAs) generated from a natural surfactant called saponin extracted from soapnut plants. CGAs generated from saponin were more stable than those from synthetic surfactants based on liquid drainage time and half-life measurements. Flotation column experiments showed saponin CGAs removed up to 60% of total suspended solids from wastewater, higher than cationic, anionic, and non-ionic surfactants. Central composite design was used to optimize operating parameters, achieving a maximum 76% removal at a saponin CGA sparging rate of 0.013 L
Contemporary environmental issues of landfill leachate assessment and remediesSoumyadeep Mukherjee
This article discusses contemporary environmental issues related to landfill leachate. It focuses on landfill leachate composition, plume migration, contaminant fate, leachate plume monitoring techniques, risk assessment techniques, and recent innovations in leachate treatment technologies. Due to seasonal fluctuations in leachate characteristics, the management approaches cannot be standardized. The strategies must consider each scenario's unique conditions to determine the best management option.
A comparative study of biopolymers and alum in the separation and recovery of...Soumyadeep Mukherjee
This study compares the effectiveness of various biopolymers and alum in recovering pulp fibers from paper mill wastewater through flocculation. Guar gum was found to be the most effective biopolymer, recovering 3.86 mg/L of fibers. Alum displayed the highest particle removal rate. Guar gum, alum, xanthan gum, and locust bean gum removed 94.68%, 97.46%, 92.39%, and 92.46% of turbidity, respectively, at a settling velocity of 0.5 cm/min. Response surface methodology was used to optimize conditions like pH, dose, and mixing speed to obtain the lowest sludge volume index for guar gum. The results indicate similar performance
Performance evaluation of vanadium (iv) transport through supported ionic liq...Soumyadeep Mukherjee
This document summarizes a study that investigated the transport of vanadium ions through a supported ionic liquid membrane. The study tested different operational conditions including initial feed concentration, pH, membrane pore size, ionic liquid carrier, and stripping agent. Key findings include:
1) Ammonia solution was found to be a more effective stripping agent than sodium hydroxide solution for removing vanadium ions from the membrane.
2) A membrane support with smaller pores (22 microns) showed higher initial vanadium removal but lower removal over time compared to a support with larger pores (45 microns), likely due to pore blockage.
3) Vanadium removal from solution increased with rising pH up to 7 but decreased at
Applications of colloidal gas aphrons for pollution remediationSoumyadeep Mukherjee
This document discusses the application of colloidal gas aphrons (CGAs) for pollution remediation. CGAs are spherical microbubbles coated with surfactant that can be used to separate contaminants from water and soil. The document reviews techniques for generating CGAs and their uses in pollution removal processes. CGAs function through mechanisms such as bubble-entrained flocculation, electrostatic interactions, gas diffusion from trapped bubbles, and pollutant hydrophobicity. Tables are provided comparing CGA generation technologies and the effectiveness of different pollution remediation applications.
Remediation technologies for heavy metal contaminated groundwaterSoumyadeep Mukherjee
This document summarizes 35 approaches for remediating heavy metal contaminated groundwater. The approaches are classified into three categories: chemical, biochemical/biological/biosorption, and physico-chemical treatment processes. Selection of a suitable technology depends on the complex soil chemistry and aquifer characteristics at a contaminated site. Recently, iron-based technologies, microbial remediation, biological sulphate reduction, and various adsorbents have played effective remediation roles. Technologies using natural chemistry, bioremediation and biosorption are recommended where applicable due to sustainability concerns. Multiple techniques may work together synergistically at some sites.
A team of engineers developed a novel, chemical-free method to remove arsenic from groundwater in West Bengal, India. The method uses bacteria to oxidize arsenic in an underground aquifer treatment system. Six such plants are now operating and supplying over 6,000 liters of safe drinking water per day at a low cost of $1 per 10 cubic meters. This subterranean arsenic removal process could provide an affordable solution to arsenic-contaminated groundwater used by millions of people worldwide.
This document describes a simple chemical-free method for removing arsenic from groundwater in West Bengal, India. A team of European and Indian scientists implemented the method in a village called Kasimpore. The method works by pumping groundwater from an aquifer and returning a portion of the water after aeration. This increases the dissolved oxygen and oxidizes arsenic, allowing it to be filtered out naturally. Six such plants are now operating in West Bengal and are providing drinking water to local communities with arsenic levels below WHO guidelines. The method produces no sludge and costs $1 per day to treat 2000 liters of water.
Arsenic removal by adsorption on activated carbon in a rotating packed bedSoumyadeep Mukherjee
This document summarizes a study that used a rotating packed bed contactor to optimize the removal of arsenic from water using activated carbon adsorption. Five parameters were investigated using Taguchi method to determine the optimal conditions: rotating speed, feed rate, packing density, initial arsenic concentration, and initial pH. The optimal conditions found were a rotating speed of 1600 rpm, feed rate of 50 L/h, packing density of 510 kg/m3, initial concentration of 150 mg/L, and pH of 3 based on the highest signal to noise ratio. The initial concentration was found to be the least affecting factor.
Global warming population axiology ethics essay pse sam 17235308bSoumyadeep Mukherjee
Global warming will affect the welfare, size, and identity of future generations. Several philosophers and economists have proposed approaches to value these changes, but there is no consensus on a single satisfactory theory. Derek Parfit proposed the Repugnant Conclusion and identified issues like the Mere Addition Principle and Nonidentity Problem. While later theorists like Ng and Sider developed more complex Variable Value Principles to address these issues, they still have limitations and fail to satisfy various adequacy conditions. The search for a comprehensive Theory X that solves all the challenges remains difficult, with some arguing it is impossible.
This document discusses applying Modern Portfolio Theory (MPT) to determine the optimal energy mix for Ireland. MPT, developed by Harry Markowitz, suggests diversifying assets to maximize returns while minimizing risk. The document provides an overview of MPT concepts like expected return, risk calculation using variance and standard deviation, and the efficient frontier. It then analyzes Ireland's current energy mix, which relies heavily on oil and has limited renewable sources. The document argues MPT can help Ireland develop a more balanced energy portfolio to reduce risk and meet its renewable energy targets in a cost-effective way. Case studies show MPT facilitates evaluating energy sources based on their portfolio costs and risks rather than only levelized costs.
This document summarizes a student paper on achieving sustainable development through international cooperation. It discusses how international environmental agreements can be designed to be self-enforcing by restructuring incentives such that countries are better off complying than not complying. A key challenge is the transnational cooperation dilemma where countries may not cooperate due to free riding incentives. The document analyzes this using game theory and discusses how the landmark Montreal Protocol addressed these challenges through principles of carrots and sticks to incentivize high participation and compliance.
This document summarizes a study that examines the relationship between family structure and bullying among 9-year-old children in Ireland. It analyzes data from over 8,000 children and finds that while 21% of parents reported their child being bullied, 40% of children reported being bullied themselves. It splits the data into groups of children who were bullied and not bullied, and uses non-parametric tests to determine if family structure has an effect on whether a child is bullied. The Kruskal-Wallis test results suggest that family structure does have an effect on a child being bullied.
The document analyzes the relationship between low birth weight in infants and smoking by mothers during pregnancy using an Irish dataset. Four econometric models were constructed with increasing variables. The most conservative Model 4, which analyzed 3,569 samples controlling for number of births, mother's BMI, ethnicity, and family structure, predicted daily smoking results in infants weighing 244 grams less than the average of 3.5 kg. A smaller model of 459 smoking mothers predicted each cigarette smoked daily results in infants weighing 60 grams less. The analysis provides overwhelming evidence of a correlation between low birth weight and smoking. The conclusion supports policies discouraging smoking during pregnancy but notes targeted epidemiological studies are needed to determine a causal relationship.
Focused researcher and environmental consultant with a thorough approach to groundwater, wastewater and soil treatment processes. I am based in Dublin, but engaged in a number of water treatment projects in South Asia. I take pleasure in solving green technology challenges and brainstorming over new concepts. I enjoy drafting technical documents- proposals, reports, ppt and articles. I am proficient in various graphical and statistical software packages.
Currently I am doing a Masters in Natural Resource Economics and Policy from NUI Galway, Ireland. Econometric modelling, data analysis and cost-benefit evaluations are the topics that I am most curious about. I am always looking for new opportunities in the field of environmental management involving stakeholder engagement.
Focused researcher and environmental consultant with a thorough approach to groundwater, wastewater and soil treatment processes. I am based in Dublin, but engaged in a number of water treatment projects in South Asia. I take pleasure in solving green technology challenges and brainstorming over new concepts. I enjoy drafting technical documents- proposals, reports, ppt and articles. I am proficient in various graphical and statistical software packages.
Currently I am doing a Masters in Natural Resource Economics and Policy from NUI Galway, Ireland. Econometric modelling, data analysis and cost-benefit evaluations are the topics that I am most curious about. I am always looking for new opportunities in the field of environmental management involving stakeholder engagement.
Evolving Lifecycles with High Resolution Site Characterization (HRSC) and 3-D...Joshua Orris
The incorporation of a 3DCSM and completion of HRSC provided a tool for enhanced, data-driven, decisions to support a change in remediation closure strategies. Currently, an approved pilot study has been obtained to shut-down the remediation systems (ISCO, P&T) and conduct a hydraulic study under non-pumping conditions. A separate micro-biological bench scale treatability study was competed that yielded positive results for an emerging innovative technology. As a result, a field pilot study has commenced with results expected in nine-twelve months. With the results of the hydraulic study, field pilot studies and an updated risk assessment leading site monitoring optimization cost lifecycle savings upwards of $15MM towards an alternatively evolved best available technology remediation closure strategy.
Monitor indicators of genetic diversity from space using Earth Observation dataSpatial Genetics
Genetic diversity within and among populations is essential for species persistence. While targets and indicators for genetic diversity are captured in the Kunming-Montreal Global Biodiversity Framework, assessing genetic diversity across many species at national and regional scales remains challenging. Parties to the Convention on Biological Diversity (CBD) need accessible tools for reliable and efficient monitoring at relevant scales. Here, we describe how Earth Observation satellites (EO) make essential contributions to enable, accelerate, and improve genetic diversity monitoring and preservation. Specifically, we introduce a workflow integrating EO into existing genetic diversity monitoring strategies and present a set of examples where EO data is or can be integrated to improve assessment, monitoring, and conservation. We describe how available EO data can be integrated in innovative ways to support calculation of the genetic diversity indicators of the GBF monitoring framework and to inform management and monitoring decisions, especially in areas with limited research infrastructure or access. We also describe novel, integrative approaches to improve the indicators that can be implemented with the coming generation of EO data, and new capabilities that will provide unprecedented detail to characterize the changes to Earth’s surface and their implications for biodiversity, on a global scale.
Earth Day How has technology changed our life?
Thinkers/Inquiry • How has our ability to think and inquire helped to advance technology?
Vocabulary • Nature Deficit Disorder~ A condition that some people maintain is a spreading affliction especially affecting youth but also their adult counterparts, characterized by an excessive lack of familiarity with the outdoors and the natural world. • Precautionary Principle~ The approach whereby any possible risk associated with the introduction of a new technology is largely avoided, until a full understanding of its impact on health, environment and other areas is available.
What is technology? • Brainstorm a list of technology that you use everyday that your parents or grandparents did not have. • Compare your list with a partner.
Kinetic studies on malachite green dye adsorption from aqueous solutions by A...Open Access Research Paper
Water polluted by dyestuffs compounds is a global threat to health and the environment; accordingly, we prepared a green novel sorbent chemical and Physical system from an algae, chitosan and chitosan nanoparticle and impregnated with algae with chitosan nanocomposite for the sorption of Malachite green dye from water. The algae with chitosan nanocomposite by a simple method and used as a recyclable and effective adsorbent for the removal of malachite green dye from aqueous solutions. Algae, chitosan, chitosan nanoparticle and algae with chitosan nanocomposite were characterized using different physicochemical methods. The functional groups and chemical compounds found in algae, chitosan, chitosan algae, chitosan nanoparticle, and chitosan nanoparticle with algae were identified using FTIR, SEM, and TGADTA/DTG techniques. The optimal adsorption conditions, different dosages, pH and Temperature the amount of algae with chitosan nanocomposite were determined. At optimized conditions and the batch equilibrium studies more than 99% of the dye was removed. The adsorption process data matched well kinetics showed that the reaction order for dye varied with pseudo-first order and pseudo-second order. Furthermore, the maximum adsorption capacity of the algae with chitosan nanocomposite toward malachite green dye reached as high as 15.5mg/g, respectively. Finally, multiple times reusing of algae with chitosan nanocomposite and removing dye from a real wastewater has made it a promising and attractive option for further practical applications.
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Optimizing Post Remediation Groundwater Performance with Enhanced Microbiolog...Joshua Orris
Results of geophysics and pneumatic injection pilot tests during 2003 – 2007 yielded significant positive results for injection delivery design and contaminant mass treatment, resulting in permanent shut-down of an existing groundwater Pump & Treat system.
Accessible source areas were subsequently removed (2011) by soil excavation and treated with the placement of Emulsified Vegetable Oil EVO and zero-valent iron ZVI to accelerate treatment of impacted groundwater in overburden and weathered fractured bedrock. Post pilot test and post remediation groundwater monitoring has included analyses of CVOCs, organic fatty acids, dissolved gases and QuantArray® -Chlor to quantify key microorganisms (e.g., Dehalococcoides, Dehalobacter, etc.) and functional genes (e.g., vinyl chloride reductase, methane monooxygenase, etc.) to assess potential for reductive dechlorination and aerobic cometabolism of CVOCs.
In 2022, the first commercial application of MetaArray™ was performed at the site. MetaArray™ utilizes statistical analysis, such as principal component analysis and multivariate analysis to provide evidence that reductive dechlorination is active or even that it is slowing. This creates actionable data allowing users to save money by making important site management decisions earlier.
The results of the MetaArray™ analysis’ support vector machine (SVM) identified groundwater monitoring wells with a 80% confidence that were characterized as either Limited for Reductive Decholorination or had a High Reductive Reduction Dechlorination potential. The results of MetaArray™ will be used to further optimize the site’s post remediation monitoring program for monitored natural attenuation.
BASIC CONCEPT OF ENVIRONMENT AND DIFFERENT CONSTITUTENET OF ENVIRONMENT
Comparison of a plant based natural surfactant with sds for washing of as(v) from fe rich soil
1.
2. ISSN 1001–0742 Journal of Environmental Sciences Vol. 25 No. 11 2013
CONTENTS
Aquatic environment
Advanced oxidation of bromide-containing drinking water: A balance between bromate and trihalomethane formation control
Yongjing Wang, Jianwei Yu, Po Han, Jing Sha, Tao Li, Wei An, Juan Liu, Min Yang············································· 2169
Effects on nano zero-valent iron reactivity of interactions between hardness, alkalinity, and natural organic matter
in reverse osmosis concentrate
Yuhoon Hwang, Hang-Sik Shin ······································································································· 2177
Environmental significance of biogenic elements in surface sediments of the Changjiang Estuary and its adjacent areas
Yu Yu, Jinming Song, Xuegang Li, Huamao Yuan, Ning Li, Liqin Duan··························································· 2185
Environmental factors influencing cyanobacteria community structure in Dongping Lake, China
Xuetang Lu, Chang Tian, Haiyan Pei, Wenrong Hu, Jun Xie ······································································· 2196
Disinfection byproduct precursor removal by enhanced coagulation and their distribution in chemical fractions
Yanmei Zhao, Feng Xiao, Dongsheng Wang, Mingquan Yan, Zhe Bi ······························································ 2207
Evaluation of antioxidant enzymes activities and identification of intermediate products during phytoremediation
of an anionic dye (C.I. Acid Blue 92) by pennywort (Hydrocotyle vulgaris)
Fatemeh Vafaei, Ali Movafeghi, Alireza Khataee···················································································· 2214
Decrease of NH4
+
-N by bacterioplankton accelerated the removal of cyanobacterial blooms in aerated aquatic ecosystem
Xi Yang, Ping Xie, Zhimei Ma, Qing Wang, Huihui Fan, Hong Shen ······························································ 2223
Spatial and seasonal variability of CO2 flux at the air-water interface of the Three Gorges Reservoir
Le Yang, Fei Lu, Xiaoke Wang, Xiaonan Duan, Lei Tong, Zhiyun Ouyang, Hepeng Li··········································· 2229
Atmospheric environment
Removal of nitric oxide from simulated flue gas via denitrification in a hollow-fiber membrane bioreactor
Xinyu Zhang, Ruofei Jin, Guangfei Liu, Xiyang Dong, Jiti Zhou, Aijie Wang ···················································· 2239
Terrestrial environment
Comparison of a plant based natural surfactant with SDS for washing of As(V) from Fe rich soil
Soumyadeep Mukhopadhyay, Mohd. Ali Hashim, Jaya Narayan Sahu, Ismail Yusoff, Bhaskar Sen Gupta······················ 2247
Environmental biology
Biodegradation of organochlorine pesticide endosulfan by bacterial strain Alcaligenes faecalis JBW4
Lingfen Kong, Shaoyuan Zhu, Lusheng Zhu, Hui Xie, Kunchang Su, Tongxiang Yan,
Jun Wang, Jinhua Wang, Fenghua Wang, Fengxia Sun ·············································································· 2257
Bioaugmentation with a pyridine-degrading bacterium in a membrane bioreactor treating pharmaceutical wastewater
Donghui Wen, Jing Zhang, Ruilin Xiong, Rui Liu, Lujun Chen ···································································· 2265
Absolute dominance of hydrogenotrophic methanogens in full-scale anaerobic sewage sludge digesters
Jaai Kim, Woong Kim, Changsoo Lee································································································ 2272
Characterization and biodegradation kinetics of a new cold-adapted carbamazepine-degrading bacterium,
Pseudomonas sp. CBZ-4
Ang Li, Rui Cai, Di Cui, Tian Qiu, Changlong Pang, Jixian Yang, Fang Ma, Nanqi Ren ········································· 2281
Environmental catalysis and materials
Effects of solution chemistry on arsenic(V) removal by low-cost adsorbents
Yuru Wang, Daniel C. W. Tsang ······································································································ 2291
Synergistic photocatalytic degradation of pyridine using precious metal supported TiO2 with KBrO3
Fei Tian, Rongshu Zhu, Feng Ouyang ································································································ 2299
3. Environmental analytical methods
Simultaneous determination of brominated phenols in soils (Cover story)
Wei Han, Sen Wang, Honglin Huang, Lei Luo, Shuzhen Zhang ···································································· 2306
Simultaneous determination of ten taste and odor compounds in drinking water by solid-phase microextraction
combined with gas chromatography-mass spectrometry
Xichao Chen, Qian Luo, Shengguang Yuan, Zi Wei, Hanwen Song, Donghong Wang, Zijian Wang ····························· 2313
Benzene, toluene and xylenes levels in new and used vehicles of the same model
Joanna Faber, Krzysztof Brodzik, Anna Goła-Kopek, Damian Łomankiewicz····················································· 2324
Preparation, characterization and application of thiosemicarbazide grafted multiwalled carbon nanotubes
for solid-phase extraction of Cd(II), Cu(II) and Pb(II) in environmental samples
Jie Zhang ······························································································································· 2331
Determination of VOCs in groundwater at an industrial contamination site using a homemade
low-density polyethylene passive diffusion sampler
Xu Ma, Zhiqiang Tan, Long Pang, Jingfu Liu························································································ 2338
Quantification of changes in zero valent iron morphology using X-ray computed tomography
Ping Luo, Elizabeth H. Bailey, Sacha J. Mooney ···················································································· 2344
Serial parameter: CN 11-2629/X*1989*m*183*en*P*22*2013-11
4. jesc.ac.cn
JOURNAL OF
ENVIRONMENTAL
SCIENCES
ISSN 1001-0742
CN 11-2629/X
www.jesc.ac.cn
Available online at www.sciencedirect.com
Journal of Environmental Sciences 2013, 25(11) 2247–2256
Comparison of a plant based natural surfactant with SDS for washing of As(V)
from Fe rich soil
Soumyadeep Mukhopadhyay1
, Mohd. Ali Hashim1,∗
, Jaya Narayan Sahu1
,
Ismail Yusoff2
, Bhaskar Sen Gupta3
1. Department of Chemical Engineering, University of Malaya, Kuala Lumpur 50603, Malaysia
2. Department of Geology, University of Malaya, Kuala Lumpur 50603, Malaysia
3. School of Planning, Architecture and Civil Engineering, Queen’s University Belfast, BT9 5AG, UK
Received 01 January 2013; revised 02 April 2013; accepted 08 April 2013
Abstract
This study explores the possible application of a biodegradable plant based surfactant, obtained from Sapindus mukorossi, for washing
low levels of arsenic (As) from an iron (Fe) rich soil. Natural association of As(V) with Fe(III) makes the process difficult. Soapnut
solution was compared to anionic surfactant sodium dodecyl sulfate (SDS) in down-flow and a newly introduced suction mode for soil
column washing. It was observed that soapnut attained up to 86% efficiency with respect to SDS in removing As. Full factorial design
of experiment revealed a very good fit of data. The suction mode generated up to 83 kPa pressure inside column whilst down-flow
mode generated a much higher pressure of 214 kPa, thus making the suction mode more efficient. Micellar solubilisation was found to
be responsible for As desorption from the soil and it followed 1st order kinetics. Desorption rate coefficient of suction mode was found
to be in the range of 0.005 to 0.01, much higher than down-flow mode values. Analysis of the FT-IR data suggested that the soapnut
solution did not interact chemically with As, offering an option for reusing the surfactant. Soapnut can be considered as a soil washing
agent for removing As even from soil with high Fe content.
Key words: soil washing; soapnut; Sapindus mukorossi; arsenic; plant based surfactant
DOI:10.1016/S1001-0742(12)60295-2
Introduction
Accumulation of arsenic (As) in soil due to unsafe agri-
cultural practices, mining, smelting, coal burning, wood
preservation and illegal waste dumping activities continue
to be a serious threat to human health and environment
(Tokunaga and Hakuta, 2002). The non-biodegradability of
As and its variable mobility under different geochemical
processes and soil redox conditions ensure its transfor-
mation and continued presence in the soil matrix for
a long period of time (Cheng et al., 2009). A number
of methods have been reported for the treatment of As
contaminated soils (Wang and Zhao, 2009). Soil washing
by acids, alkaline reagents, phosphates and Bureau of
Reference three-step sequential extraction procedure are
well researched (Jang et al., 2005, 2007; Ko et al., 2005).
Biosurfactants synthesised by living cells for the removal
of toxic metals from soil matrix is also currently being
assessed (Chen et al., 2008; Mulligan and Wang, 2006;
* Corresponding author. E-mail: alihashim@um.edu.my
Polettini et al., 2009). In this research work, a natural
surfactant obtained from Sapindus mukorossi plant or
soapnut has been used to wash low level of arsenic(V) from
soil and its performance has been compared with sodium
dodecyl sulphate (SDS), an inorganic anionic surfactant.
The soil matrix used here has a high level of Fe rich
mineral maghemite, which has a good affinity for As(V)
(Yamaguchi et al., 2011). The pollutant removal becomes
difficult at lower concentrations (Sundstrom et al., 1989).
The fruit pericarp of Sapindus mukorossi or soapnut is a
source of saponin, an effective plant based surfactant (Chen
et al., 2008; Song et al., 2008). Soapnut tree is common in
Indo-Gangetic plains, Shivaliks and sub-Himalayan tracts.
The soapnut fruit pericarp contains triterpenoidal saponin;
a natural surfactant that has been used as an environ-
ment friendly detergent and medicine for many decades
(Suhagia et al., 2011). Previously, saponin was used for
removal of Cd, Zn, Ni and a number of organic pollutants
with success (Chen et al., 2008; Kommalapati et al., 1997;
Polettini et al., 2009; Roy et al., 1997; Song et al., 2008).
The mechanism for pollutant removal involved increase
5. jesc.ac.cn
2248 Journal of Environmental Sciences 2013, 25(11) 2247–2256 / Soumyadeep Mukhopadhyay et al. Vol. 25
of wettability of the soil by surfactant solution, sorption
of the surfactant molecules onto the soil surface, physical
or chemical attachment with the pollutant, detachment of
the pollutant particle or molecule from the soil into the
surfactant solution, and subsequent association with sur-
factant micelles. However, saponin extracted from soapnut
has never been used for removal of soil arsenic, which
has entirely different chemical characteristics from the
heavy metals. As(V) was used in this study as the pH and
redox values in the sampling site as well as in the column
favoured the presence of As(V) over As(III) (Dobran and
Zagury, 2006). Speciation was confirmed by a solvent
extraction process. Moreover As(V) is more difficult to
remove than As(III), from Fe(III) bearing minerals of soil
components (Yamaguchi et al., 2011). The soil sample
used in this work contains maghemite, which has a high
affinity for As(V) (Chowdhury and Yanful, 2010). Arsenic
polluted sites such as mine tailings and agricultural fields
contain high level of iron. The intension of using high
iron containing soil in this study is to test the efficiency
of soapnut solution in such challenging conditions.
Sodium dodecyl sulphate (SDS), an anionic inorganic
surfactant has been used by various research groups for soil
washing to remove heavy metals and organics (Torres et
al., 2012). In this study, SDS has been used to compare
the efficiency of soapnut with respect to this widely used
anionic surfactant.
The objectives of this research were to study; (1) the
performance of the natural surfactant soapnut solution
compared to commonly used SDS in washing arsenic from
a soil column; (2) the desorption kinetics and the mecha-
nism of arsenic removal by soapnut solution; and (3) the
advantage of a newly introduced suction mode compared
to traditional down-flow mode of column washing.
1 Materials and methods
1.1 Soil sample, surfactants and analytical methods
A composite soil sample was collected from the first layer
aquifer in Hulu Langat area, Selangor, Malaysia. The soil
was dried in an oven overnight at 105°C and then crushed
and passed through a 2 mm sieve (Roy et al., 1997). All soil
parameters are measured according to standard procedures
as shown in Table 3. XRD analysis was performed by
a Panalytical Empyrean diffractometer using Highscore
Plus software. As(V) salt (Na2HAsO4·7H2O) was used for
spiking the soil matrix depending on the Eh and pH of
the unspiked soils (Tokunaga and Hakuta, 2002). Although
As(V) salt is soluble in water, it binds strongly with Fe(III)
minerals and cannot be removed by water alone. The
soil was spiked by 50 and 200 mg/L concentrations of
sodium arsenate solution, at room temperature by mixing
it for 7 days at a weight: volume ratio of 3:2. In order
to increase field relevance and wash away the loosely
bound water soluble arsenic, the spiked soil samples were
leached with 2 pore volumes of artificial rainwater of
pH 5.9 consisting of 5 × 10−4
mol/L CaCl2, 5 × 10−4
mol/L Ca(NO3)2, 5 × 10−4
mol/L MgCl2, 10−4
mol/L
Na2SO4, and 10−4
mol/L KCl (Oorts et al., 2007). Pore
volume for a 300 g soil column was calculated to be
approximately 80 mL which was evaluated by measuring
the weight difference between dry and water saturated soil
columns (Dwarakanath et al., 1999). After this stage, the
soils were allowed to drain overnight, then air dried at
25°C for 24 hr and sieved through a 2-mm mesh. They
were digested following US EPA method 3050B to mea-
sure metal contents by ICP-OES (Perkin-Elmer Optima
7000DV). All the samples were analyzed in triplicates and
the results were reproducible within ± 3.5%. Based on
some preliminary experiments, 20 mmol/L of SDS, 0.5
and 1% (W/V) of soapnut extractions were selected for the
study and were compared against a standard blank sample.
All of the surfactant concentrations greatly exceeded the
critical micelle concentration (CMC) of the respective
surfactants.
The surfactant was extracted from the soapnut fruit
pericarp by water (Roy et al., 1997). The CMC and surface
tension of surfactants were measured by a ring type surface
tensiometer (Fisher Scientific Manual Model 20 Surface
Tensiometer). The functional groups present in the soapnut
extract and the effluent solution were characterized by
FT-IR spectroscopy (PerkinElmer Spectrum 100 Series)
collected in the range of 400–4000 cm−1
wavenumbers.
Zetasizer Nano ZS series (Malvern Instruments Ltd., UK)
was used to measure zeta potential of the soil particles in
the presence of different surfactant solutions.
1.2 Speciation of arsenic in spiked soil by solvent ex-
traction
Arsenic in the soil spiked with sodium arsenate was
speciated by the solvent extraction process (Chappell et al.,
1995). This extraction was performed in three steps; first,
total As was extracted following Method 3050B, secondly,
any trivalent As was extracted from an aliquot of this total
As extract in CHCl3 in a separating funnel and again back
extracted into aqueous layer, and thirdly, total inorganic
As was determined by adding 50% (W/V) KI solution with
the As extract and then extracting inorganic As by CHCl3
in a separating funnel. The concentration of As for each
solution was determined by ICP-OES.
1.3 Design of experiments by full factorial design
A number of factors influencing the soil column washing
process have been investigated; viz. the type of surfactant
and its concentration, level of As contamination in the soil
and the washing mode. A full factorial design was followed
to include all possible combinations of the levels across
all of these control factors. Design Expert 7.0.0 was used
to plan the experiments and to analyze the results. The
full factorial design reveals the effect of each factor on
6. jesc.ac.cn
No. 11 Comparison of a plant based natural surfactant with SDS for washing of As(V) from Fe rich soil 2249
the response variable, as well as the interactions between
factors on the response variable. In total, 96 experiments
were conducted in duplicate in three identical experimental
setups. The levels and ranges of the studied process param-
eters are given in Table 1, and the experimental design is
presented in Table S1.
Response is recorded in terms of percentage of As
removal (r, %) from the column in each pore volume (PV),
defined by Eq. (1).
r =
Aseffluent × PV × 100
Ascolumn × 1000
× 100% (1)
where, Aseffluent (mg/L) is the concentration of As in the
effluent, Ascolumn (mg) is the total amount of As in the 300
gm of soil inside the column initially.
1.4 Statistical analysis
Analysis of variance (ANOVA) is a general statistical
method used for testing the hypothesis that the means
among two or more groups are equal. It was used for
analysing the data to obtain the interaction among different
control factors. After the data was gathered from the
experiments, a square root transformation was applied to
the data which was then fitted into the 2FI model. Square
root transformation was applied on the data because with-
out any transformation, the coefficient of variance (CV)
came up to be very large, which is unacceptable. Some
of the important factors in the ANOVA method are sum
of squares (SS), R2
, adjusted R2
, P-value and adequate
precision (AP). The SS of each control factor quantifies
its importance in the process. As the value of the SS
increases, the significance of the corresponding factor in
the undergoing process also increases. A high R2
value,
close to 1, is desirable to ensure a satisfactory adjustment
of the mathematical model to the experimental data. A
reasonable agreement of R2
value with adjusted R2
value is
also necessary. Model terms were evaluated by the P-value
(P < 0.05 are potentially significant) with 95% confidence
level. AP is a type of signal to noise ratio and compares
the range of the predicted values at the design points to the
average prediction error. AP value greater than 4 indicate
adequate model discrimination.
1.5 Column washing procedure
The contaminated soil was packed in a 10 cm long plexi-
glass column having 5.5 cm internal diameter (Roy et al.,
1997). Approximately 300 gm of soil was packed in each
column. Circular plexiglass discs with perforations were
inserted at 3 cm intervals to distribute the liquid flow and to
avoid preferential flow. Arsenic extraction was induced by
pumping 6 PV of flush solution. The packed column was
flooded with water from the bottom at the rate of 5 mL/min
to remove air spaces. Then flushing solution was pumped
into the saturated soil column from top to provide wash
in a down-flow mode. In the suction mode, flush solution
was introduced from the top of the saturated column while
a peristaltic pump was attached at the outlet to suck the
wash liquid out of the column. The effluent was collected
for each PV and As concentrations were measured by ICP-
OES. The cumulative As removal in Nth PV (R, %) was
measured after each PV (r, %) by Eq. (2).
R = rN−1 + rN (2)
The pressure drop across the soil column was monitored
in both cases. The experimental setup is shown in Fig. 1.
1.6 Desorption kinetics
The cumulative concentration of As remaining in the soil
column (mg As/kg soil) was used to plot the kinetics
(Sparks et al., 1980). Desorption of As varied with vari-
ation in the flow rate of the surfactant. Column washing
was performed in continuous mode by 6 pore volumes of
wash liquid and effluent samples were collected at different
time. The time intervals were noted down accordingly and
has been shown in Table S2. The time taken for different
modes vary due to development of pressure inside the
column. The apparent desorption rate coefficient (kd
′
) and
the order of the processes was determined using Eq. (3)
(Sivasubramaniam and Talibudeen, 1972).
ln(Ast/As0) = −k′
d(t) (3)
which can also be written as
Ast = As0exp(−k′
dt) (4)
where, Ast (mg) is the quantity of As on soil exchange sites
at time t (min) of desorption or amount of As (mg) in soil
column at time t (min), As0 (mg) is the quantity of As on
exchange sites at zero time of desorption or the amount of
As in soil column at initial stage before column washing
was initiated. The ln(Ast/As0) vs. t relationship is linear if
the rate of release of As follows first-order kinetics.
Table 1 Control factors and their levels for the experimental design
Control factor Level
1 2 3 4 5 6
Wash solution (A) Water SDS 20 mmol/L Soapnut 0.5% Soapnut 1%
Washing mode (B) Down-flow Suction
Soil contamination (C) High Low
Pore volume (D) PV1 PV2 PV3 PV4 PV5 PV6
7. jesc.ac.cn
2250 Journal of Environmental Sciences 2013, 25(11) 2247–2256 / Soumyadeep Mukhopadhyay et al. Vol. 25
10 cm
Contaminated
soil
Peristaltic
pump
Surfactant
solution
a
10 cm
Peristaltic
pump
Surfactant
solution
b
Peristaltic
pump
Effluent
sample
Effluent
sample
Contaminated
soil
Fig. 1 Schematic diagram of the column washing experiment (a) down-flow mode (b) suction mode.
2 Results and discussion
2.1 Soil and surfactant characterization
The soil particle size distribution was as following: sand
(< 50 µm) 92.66%; silt (50–2 µm) 5.2%, and clay (> 2
µm) 2%, and the soil was classified as sandy soil according
to USDA soil classification. XRD analysis of both spiked
and unspiked soils revealed that the soil samples con-
tained silicon dioxide as quartz (SiO2, XRD displacement
0.158), magnesium aluminium silicate hydroxide as mica
((Mg, Al)6(Si, Al)4O10(OH)8, XRD displacement 0.119),
sylvine, sodian (Cl1K0.9Na0.1, XRD displacement –0.171),
maghemite Q (Isometric Fe21.333O32, XRD displacement
0.001), feldspar albite (AlNaO8Si3, XRD displacement –
0.053). The XRD spectrum of the spiked soil is shown
in Fig. 2. Arsenic was not detected in the mineral phase
as expected in such low levels as 52.5 mg/kg. The char-
acteristics of the natural soil sample are as following:
pH 4.5 (USEPA SW-846 Method 9045D); specific gravity
2.64 (ASTM D 854 water pycnometer method); CEC
(meq+/100 g) 5 (ammonium acetate method for acidic soil,
Chapman, 1965); organic matter content 0.14% loss of
weight on ignition (Storer, 1984); and bulk density 2.348
mg/cc. The elements were: total arsenic 3 mg/kg; total
iron 3719 mg/kg; total silicon 390,000 mg/kg; aluminium
2400 mg/kg; total manganese 185 mg/kg; magnesium 635
mg/kg; lead 11 mg/kg; and zinc 18 mg/kg.
900
400
100
0
20 30 40
Albite
Magnesiumaluminum
silicatehydroxide
Siliconoxide
maghemiteQ(subcell)
Sylvinesodian
Position (2θ) (copper (Cu))
Fig. 2 XRD spectra of the As spiked soil sample (52.5 mg/kg).
Extracted As from spiked soil was as following: total As
was 22.6 mg/kg, As(III) was 1.7 mg/kg, and As(V) was
20.9 mg/kg as low contaminated soil, while total As was
52.5 mg/kg, As(III) was 3.4 mg/kg, and As(V) was 49.1
mg/kg as high contaminated soil. The characterization of
extractant are summarized in Table 2.
2.2 Arsenic sorption in soil
The soil spiked with 50 mg/L As solution is found to retain
22.6 mg/kg of As (low contaminated soil) after washing
with artificial rain water of pH 5.9, whilst soil spiked
with 200 mg/L As solution retains 52.5 mg/kg As (high
Table 2 Characterization of extractants
Extractant Empirical Molecular Critical micelle Concentration Surface pH Viscosity
formula weight concentration at 25°C tension (mN/m) at 25°C (cP)
Water H2O 18 – – 71.2 7 0.89
Soapnut C52H84O21·2H2O 1081.24 0.1% 0.5% 41 4.33 1.1
Soapnut C52H84O21·2H2O 1081.24 0.1% 1% 40 4.26 1.2
SDS NaC12H25SO4 288.38 8.2 mmol/L 20 mmo/L 34 7.5 1.4
8. jesc.ac.cn
No. 11 Comparison of a plant based natural surfactant with SDS for washing of As(V) from Fe rich soil 2251
1.5
1.0
0.5
0
-0.5
-1.0
Eh(V)
0 2 4 6 8 10 12 14
pH
H3AsO4
H3AsO3
H2AsO4
-
H2AsO3
-
HAsO4
2-
AsO4
3-
Native As
Stating point
Ending point
Fig. 3 Initial and final pH and Eh values of contaminated soil during
column washing experiment reported in the Eh-pH diagram for the system
As-O-H at 25°C and 1 bar with activities of soluble As species = 10−6
mol/L (Lu and Zhu, 2011). Gray shaded areas denote solid phases.
contaminated soil) (Table 1). Arsenic is retained in the
soil matrix mostly by hydrous oxides of Fe(III) and Al(III)
(Jacobs et al., 1970). Arsenic adsorption by soil organic
matter and silica are negligible (Wasay et al., 1996; Weng
et al., 1997).
The unspiked soil has a pH value of 4.5 and Eh value
of 260 mV. According to the revised Eh-pH diagrams
for the As-O-H system at 25°C and 1 bar (Lu and Zhu,
2011), arsenic is expected to exist in +5 state under these
conditions in aqueous matrices. Hence, aqueous solution of
Na2HAsO4·7H2O was used to spike the soil. After spiking
and washing the soil, the pH and Eh values of soil were
found to be 5.2 and 210 mV respectively. In Fig. 3, the Eh-
pH diagram illustrates this scenario; highlighting the initial
and final Eh and pH values of both the unspiked and spiked
soil samples. A slight decrease in Eh value in the spiked
soil was accompanied by an increase in soil pH value.
The As speciation in high and low contaminated soils by
solvent extraction confirmed the presence of As(V) species
(up to 94% of total As).
2.3 Cumulative As removal in down-flow mode and
suction mode
The data for cumulative As removal from both low and
high contaminated soil columns are provided in Fig. 4.
The cumulative As removal efficiency was the highest
in the presence of 20 mmol/L SDS solution in all four
scenarios. SDS 20 mmol/L solution was succeeded by
1% soapnut solution. Conversely, the As removal by 0.5%
soapnut solution was considerably low. To account for the
water soluble As in the column, it was washed with water
which removed a maximum of 6.4% of As in the low
55
50
45
40
35
30
25
20
15
5
0
55
50
45
40
35
30
25
20
15
5
0
-
-
-
-
-
-
-
-
-
-
CumulativeAsremoval(%)CumulativeAsremoval(%)
Water flood
Soapnut 0.5%
Soapnut 1%
SDS 20 mmol/L
a b
c d
PV1 PV2 PV3 PV4 PV5 PV6 PV1 PV2 PV3 PV4 PV5 PV6
Fig. 4 Cumulative As removal from (a) down-flow mode+low contaminated soil, (b) down-flow mode+ high contaminated soil, (c) suction mode+low
contaminated soil, (d) suction mode+high contaminated soil.
9. jesc.ac.cn
2252 Journal of Environmental Sciences 2013, 25(11) 2247–2256 / Soumyadeep Mukhopadhyay et al. Vol. 25
contaminated soil in 6 PVs. Therefore, it is evident that
very little water-soluble loosely bound As was present in
the soil column, perhaps in As(III) state as indicated by the
speciation study. From low contaminated soil in down-flow
mode, 20 mmol/L SDS, 1% and 0.5% soapnut solution
removed 8.8, 7.2 and 3.8 times more As respectively than
that recovered with water. The corresponding values for
high contaminated soil in down-flow mode are a factor
of 9.8, 7.7 and 4.8 times greater than that recovered with
water. The trend was similar in suction modes as well.
For the low contaminated soil washed in suction mode
with 20 mmol/L SDS, 1% and 0.5% soapnut solution, the
respective As removal was 8.7, 7.3 and 4 times more than
that recovered with water. The corresponding values for
high contaminated soil in suction mode are a factor of 9.7,
8 and 5.2 times greater than that recovered with water.
Arsenic removal increased significantly when the con-
centration of soapnut was increased from 0.5% to 1%.
For low contaminated soil in down-flow mode, after 6
PVs using 0.5% solution, approximately 1.66 mg As was
recovered compared to 3.1 mg using a 1% solution and 3.6
mg using 20 mmol/L SDS solution. In contrast, the water
flood recovered only 0.44 mg As under similar conditions.
For high contaminated soil in down-flow mode, 0.5% and
1% soapnut, 20 mmol/L SDS and water flood removed 3.4,
5.36, 6.85 and 0.70 mg of As from the column respectively.
From the low spiked soil in suction mode, SDS removed
3.78 mg As, 1% soapnut solution removed 3.17 mg As
whilst 0.5% soapnut solution recovered 1.8 mg of As
compared to a 0.44 mg with water flood. In the case of
the highly spiked soil in suction mode, the corresponding
values are 6.74, 5.65, 3.6 and 0.7 mg respectively.
It is clear that with an increase in the concentration
of natural surfactant, there is a significant increase in the
removal of As from the soil column. This can be explained
by the increased solubility of As in the surfactant micelles.
Other studies observed that, with an increase in surfactant
concentration above CMC, the number of micelles usually
increase, resulting in enhanced solubilisation of pollutants,
which are easily mobilized and washed from the soil
matrix (Mulligan, 2005).
The square root of the percentage of arsenic removal in
each pore volume for both down-flow and suction modes
has been shown in Fig. S1. The As concentration in the ef-
fluent was the highest during the initial PVs and continued
to decrease in the subsequent washings. Roy et al. (1995)
also observed high initial removal of residual transmission
fluid from the soil column. This was attributed to any free
phase pollutant in the column. Any loosely bound As(V)
may get easily detached from the soil particles by the
initial spurge of the surfactant having enhanced wettability
than water and high micelle forming ability. The later
PVs experience extraction of strongly bound As. However,
opposite observations were made by other researchers who
experienced less removal in initial PVs (Kommalapati et
al., 1997; Roy et al., 1997; Wang and Mulligan, 2009). This
might be due to the presence of strongly attached pollutants
which required higher desorption time to leach out from
the soil particles.
The soapnut concentration in the effluent increased
after the 3rd or 4th PV, signifying that during the initial
stages the extractant solutions underwent adsorption on the
soil particles thereby extracting the pollutant by micellar
solubilisation. As the washing process progressed, the
surfactant absorbance in the soil reached saturation. At
the 5th and 6th PV, the concentration of effluent soapnut
solution resembled that of influent solution. Roy et al.
(1997) also observed that the soapnut concentration was
less than the influent in the initial effluents and increased
gradually with each pore volume.
Figure 5 compares the overall performance of all the
surfactants. The anionic surfactant SDS was the better
extractant. However, soapnut at 1% concentration achieved
78%–86% of the performance of SDS under all condi-
tions. Considering that soapnut is an environment friendly
biodegradable non-ionic surfactant, this performance is
encouraging and it merits further investigation. Washing
1 ton of low level arsenic contaminated soil in the ratio
of 300:480 (corresponding to washing of 300 g soil with
6 PV liquid of 80 mL each) by 1% SN and 20 mmol/L
SDS solutions under similar conditions will require 22.86
kg of soapnut and 9.23 kg of SDS, both of which will cost
roughly 30 USD at the current market price. Preliminary
experiments and previously published work indicate that
soapnut concentration higher than 1% developed excess
pressure inside the column and the process slowed down
(Roy et al., 1997).
2.4 Statistical analysis
Analysis of variance (ANOVA) is shown in Table 3. The
F value for a term is the test for comparing the variance
associated with that term with the residual variance. It is
Low contaminated soil+
Down-flow mode
Low contaminated soil+
Suction mode
High contaminated soil+
Down-flow mode
High contaminated soil+
Suction mode
0
10
20
30
40
50
60
70
80
90
Cumulativearsenicremoval(%)
Water flood
Soapnut 0.5%
Soapnut 1%
SDS 20 mmol/L
Fig. 5 Comparison of As removal performance by surfactants under
different flow modes.
10. jesc.ac.cn
No. 11 Comparison of a plant based natural surfactant with SDS for washing of As(V) from Fe rich soil 2253
Table 3 ANOVA for selected factorial model for cumulative As removal
Source Sum of squares DF Mean square F value p value
Model 75.57 35 2.159 38.484 < 0.0001 Significant
A (wash solution) 47.89 3 15.962 284.492 < 0.0001
B (washing mode) 0.068 1 0.068 1.216 0.2745
C (contamination) 1.07 1 1.068 19.033 < 0.0001
D (pore volume) 14.17 5 2.835 50.525 < 0.0001
AD 10.37 15 0.691 12.322 < 0.0001
BD 0.92 5 0.183 3.265 0.0114
CD 1.13 5 0.226 4.031 0.0033
Residual 3.31 59 0.056
Lack of fit 3.082 58 0.053 0.232 0.9575 Not significant
Pure error 0.229 1 0.229
Cor Total 78.88 94
Std. Dev. 0.237 R-squared 0.958
Mean 2.015 Adj R-squared 0.933
CV (%) 11.757 Pred R-squared 0.891
PRESS 8.575 Adeq precision 28.537
Run no 62 was ignored during the analysis due to bad data points.
the mean square for the term divided by the mean square
for the residual. The Model F-value of 38.484 implies the
proposed model is significant. There is a 0.01% chance
that a “Model F-value” this large could occur due to noise.
Model terms were evaluated by the p-value (probability)
with 95% confidence level. This is the probability value
that is associated with the F value for this term. It is
the probability of getting an F value of this size if the
term did not have an effect on the response. In general,
a term that has a probability value less than 0.05 would be
considered a significant effect. A probability value greater
than 0.10 is generally regarded as not significant. A, C,
D, AD, BD, CD are significant model terms. However, the
factor B was also included to maintain the heirarchy of the
design. The “Pred R-squared” of 0.891 is in reasonable
agreement with the “Adj R-squared” of 0.933. The Adeq
Precision value of 28.537 indicates an adequate signal fit
to be used for navigating the design space. The interaction
graphs for sqrt of As removal at different PVs are given in
Fig. S1. From the normal probability plot of the residuals
(Fig. S2) it can be seen that the data points are fairly close
to the straight line indicating that the experimental results
conform to a normally distributed population (Antony,
2003). Diagnostic plots of predicted versus actual values
aids in judging the quality of the model. Table S1 enlists
the actual and predicted values of the experimental data
points. Figure S3 indicates a good agreement between
actual data and data predicted by the model which is not
shown here. The overall statistical analysis indicates the
robustness of the experimental data.
2.5 Pressure build-up in soil column
Table 4 illustrates the variation in pressure development
for the surfactant runs for low contaminated soils in
both down-flow and suction modes. The pressure build-
up was the highest for 1% soapnut solution, followed
by 20 mmol/L SDS solution, 0.5% soapnut solution and
water. Previous studies also experienced the development
of pressure in down-flow mode in the soil column (Kom-
malapati et al., 1998; Roy et al., 1995). However, for
the suction mode, the pressure build-up was much lower
than down-flow mode. The maximum pressure build-up
recorded by 1% soapnut at the sixth PV was only 83
kPa compared to 214 kPa at down-flow mode, resulting
in a much faster operation in down-flow mode. Therefore,
a fast process with low pressure development makes the
suction mode more advantageous than down-flow mode.
The development of higher pressure in down-flow mode
resulted from clogging of the soil pores due to a dispersion
of colloids and trapping of air bubbles inside the soil pores,
which obstructed the flow of flushing solution through the
contaminated area, reducing the efficiency of As removal
from the soil matrix (Nash, 1987; Roy et al., 1995). Suction
mode also produced channelized flow and pore clogging,
however the entrapment of air bubbles was negligible
due to the suction pressure provided at the outlet. The
surfactant solutions easily flowed through the channels to
the outlet point without building up undesirable pressure,
making the operation easier. The cumulative As removal
was similar in both suction and down-flow modes.
2.6 Kinetics of As extraction from soil column
Whilst performing the column washing procedure, the
time taken for each PV to pass through the column was
recorded. The time increased with each subsequent PV.
Ast was calculated from the samples collected at the end
of each PV. Ast values are provided in the appendix in
Table S2. ln(Ast/As0) was plotted against time and the
graph showed linearity. This confirmed that the kinetics
of desorption phenomenon to be of first order for the
entire period of column washing. Table 5 summarizes
the kd
′
values which ranged from 0.001 to 0.010 min−1
.
Satisfactory fits were obtained and, with a few exceptions,
R2
values were above 0.9. The kd
′
values for suction modes
were much higher than down-flow mode due to a faster rate
of washing. Whilst down-flow mode took up to 170 min for
11. jesc.ac.cn
2254 Journal of Environmental Sciences 2013, 25(11) 2247–2256 / Soumyadeep Mukhopadhyay et al. Vol. 25
Table 4 Pressure build-up in low contaminated soil column
Pressure build-up (kPa)
Pore volume Water flood Soapnut 0.5% Soapnut 1% SDS 20 mmol/L
Down-flow mode 1 0 7 21 14
2 7 21 55 28
3 10 48 103 55
4 14 69 131 117
5 21 90 159 145
6 34 110 214 193
Suction mode 1 0 7 14 7
2 7 14 17 14
3 8 28 28 21
4 10 31 48 34
5 12 38 69 62
6 14 48 83 76
Table 5 Apparent desorption rate coefficients (kd
′) and R2 for As desorption from the soil columns
Low contamination soil High contamination soil
kd
′ (min−1) R2 kd
′ (min−1) R2
Down-flow mode Soapnut 0.5% 0.001 0.997 0.001 0.964
Soapnut 1% 0.002 0.978 0.001 0.979
SDS 20 mmol/L 0.004 0.970 0.003 0.926
Suction mode Soapnut 0.5% 0.006 0.967 0.005 0.990
Soapnut 1% 0.008 0.903 0.006 0.900
SDS 20 mmol/L 0.010 0.948 0.007 0.916
passing 6 PV, suction mode took only up to 75 min of time
at the maximum. In general, SDS demonstrated the highest
kd
′
, followed by 1% and 0.5% soapnut solutions.
2.7 Zeta potential, FT-IR spectral data and mechanism
of As removal by soapnut
The zeta potential values of the soil particles were mea-
sured in de-ionized water, 20 mmol/L SDS, 0.5% and
1% soapnut solutions and were found to have values of
–34.3, –61.8, –17.1 and –11.8 mV respectively. Therefore,
in the case of both SDS and soapnut, zeta potential values
underwent significant change. Compared to water, the
zeta potential decreased significantly for 20 mmol/L SDS,
which indicates adsorption of the anionic surfactant SDS
on the surface of soil particles. A similar decrease in zeta
potential of kaolinite was observed when it sorbed SDS
on its already negative basal plane, because of the original
negative kaolinite charge plus the negative charge due to
sorbed SDS head groups (Ko et al., 1998). However, the
zeta potential value was much higher for soapnut due
to the non-ionic tails of saponin molecules, which were
adsorbed on the soil particles, thereby reflecting higher
zeta potential values. It was postulated that surfactant ad-
sorption is essential for the removal of soil contaminants,
and surfactants that adsorb at the soil-water inter-phases
are better detergents (Raatz and H¨artel, 1996). Therefore,
soapnut and SDS, both were adsorbed on soil particle and
were effective detergents.
FT-IR spectral data as exhibited in Fig. 6, displayed the
differences in average absorbance spectra for the influent
and the effluent soapnut solutions, together with the ab-
sorption range of different molecular vibrations present in
phenolic-OH at 3435 cm−1
, carbonyl groups of carboxylic
acid at 2090 cm−1
and alkene groups at 1640 cm−1
, similar
to earlier observations (Pradhan and Bhargava, 2008). No
shifting of peaks in FT-IR spectra was observed in the
soapnut solution in presence of As in the soil column.
Similar analysis in UV-Visible frequency range also did
not show any shift in the peaks. The UV-Vis spectra are
not shown here due to absence of significant observations.
Thus in this study, no suggestion of chemical interaction
of As with soapnut was obtained. However, earlier works
suggested complexation of saponin molecule with heavy
metals (Hong et al., 2002; Song et al., 2008). A mechanism
for arsenic removal by nonionic soapnut can be proposed
as in Fig. 7. The nonionic surfactant gets adsorbed onto
the soil surface and gets attached to the arsenic by physical
force. Arsenic which is in turn adsorbed on soil particle
gets detached and goes into the solution and subsequently
gets associated with surfactant micelles.
3 Conclusions
The performance of 1% soapnut solution reached an effi-
ciency of 86% of the performance of 20 mmol/L solution
of anionic SDS both in low and high-contaminated soil
in down-flow and suction modes. Considering the fact
that soapnut is non-ionic, this performance is satisfac-
tory. Arsenic desorption was found to occur mostly by
micellar solubilisation following first order kinetics. The
12. jesc.ac.cn
No. 11 Comparison of a plant based natural surfactant with SDS for washing of As(V) from Fe rich soil 2255
70
60
50
40
30
20
10
0
-
-
-
-
-
-
-
Transmittance(%)
70
60
50
40
30
20
10
0
-
-
-
-
-
-
-
Transmittance(%)
4000 3000 2000 1500 1000 550
4000 3000 2000 1500 1000 550
Wave number (cm-1
)
Wave number (cm-1
)
3435
2370
2090
1640
770
Phenolic-OH Carbonyl
stretching
Soapnut
Soapnut + As wash solution
Fig. 6 FT-IR spectra of soapnut solutions before and after washing.
Fig. 7 Mechanism of arsenic removal from soil by soapnut solution.
low contaminated soil column in suction mode had higher
rate constants. A model was proposed for As desorption
from each PV by Design expert software and the data fits
were satisfactory indicating robustness of the experimental
observations. The As removal during initial PVs were high,
whilst it decreased during the later PVs in agreement with
published literature (Roy et al., 1995). The performance
of extractant solutions was similar in both down-flow and
suction modes. Suction mode generated up to 50% less
pressure inside the column and was more advantageous
than the traditional down-flow mode, which experienced
significant pore clogging, and air bubble entrapment (Roy
et al., 1995). Zeta potential measurements confirmed very
weak ionic charge in the hydrophobic tails of soapnut
molecules, thus eliminating the ionic interaction mech-
anism behind As removal by soapnut. Absence of any
chemical structure change in the soapnut solution, as
evident from the FT-IR and UV-Vis spectra, opens up
the possibility of reusing the same soapnut solution after
separation of As from the wash liquid. A mechanism for
As desorption has also been proposed. From economic
perspective, it is estimated that soapnut will incur similar
cost as that of SDS under similar conditions of washing.
Acknowledgments
The authors acknowledge the funding provided by Uni-
versity of Malaya, Kuala Lumpur (No. PV102-2011A,
UM-QUB6A-2011) for carrying out this research. Miss
Sumona Mukherjee from University of Malaya and Miss
Antonia O’Neill from the Environmental Engineering
Research Centre, Queen’s University Belfast, are acknowl-
edged for proofing the article for English language.
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Comparison of a plant based natural surfactant with SDS for washing of As(V) from Fe rich soil
Supporting materials
Table S1 Factorial design matrix of four variables along with experimental and predicted responses for As removal
Run No. Wash Solution Washing mode Soil contamination Pore volume Square root of values
Observed Predicted Residual
Diagnostics case statistics for As removal (transform: square root, constant: 0.000)
1 Water Down-flow mode High PV1 0.32 0.48 –0.16
2 SN 0.5% High PV1 2.92 2.92 –0.01
3 SN 1% High PV1 3.86 3.68 0.18
4 SDS 20 mmol/L High PV1 3.52 3.71 –0.19
5 Water Suction mode High PV1 0.32 0.11 0.21
6 SN 0.5% High PV1 2.55 2.55 0.00
7 SN 1% High PV1 3.30 3.31 –0.01
8 SDS 20 mmol/L High PV1 3.32 3.34 –0.02
9 Water Down-flow mode Low PV1 0.84 1.04 –0.21
10 SN 0.5% Low PV1 3.63 3.49 0.15
11 SN 1% Low PV1 4.45 4.24 0.21
12 SDS 20 mmol/L Low PV1 4.30 4.27 0.03
13 Water Suction mode Low PV1 0.84 0.67 0.16
14 SN 0.5% Low PV1 2.98 3.12 –0.13
15 SN 1% Low PV1 3.49 3.87 –0.38
16 SDS 20 mmol/L Low PV1 4.07 3.90 0.17
17 Water Down-flow mode High PV2 0.55 0.70 –0.16
18 SN 0.5% High PV2 2.21 1.96 0.26
19 SN 1% High PV2 2.45 2.48 –0.03
20 SDS 20 mmol/L High PV2 3.07 2.97 0.09
21 Water Suction mode High PV2 0.55 0.89 –0.34
22 SN 0.5% High PV2 2.28 2.14 0.14
23 SN 1% High PV2 2.49 2.66 –0.17
24 SDS 20 mmol/L High PV2 3.36 3.16 0.20
25 Water Down-flow mode Low PV2 1.05 0.71 0.34
26 SN 0.5% Low PV2 1.61 1.96 –0.35
27 SN 1% Low PV2 2.68 2.48 0.20
28 SDS 20 mmol/L Low PV2 2.63 2.98 –0.35
29 Water Suction mode Low PV2 1.05 0.89 0.16
30 Soapnut 0.5% Low PV2 2.10 2.15 –0.05
31 Soapnut 1% Low PV2 – – –
32 SDS 20 mmol/L Low PV2 3.22 3.17 0.06
33 Water Down-flow mode High PV3 1.00 0.94 0.06
34 Soapnut 0.5% High PV3 1.76 1.75 0.01
35 Soapnut 1% High PV3 1.97 2.27 –0.29
36 SDS 20 mmol/L High PV3 2.92 2.72 0.19
37 Water Suction mode High PV3 1.00 1.15 –0.15
38 Soapnut 0.5% High PV3 2.10 1.97 0.13
39 Soapnut 1% High PV3 2.85 2.48 0.36
40 SDS 20 mmol/L High PV3 2.63 2.94 –0.31
41 Water Down-flow mode Low PV3 1.05 0.90 0.15
42 Soapnut 0.5% Low PV3 1.58 1.71 –0.13
43 Soapnut 1% Low PV3 2.19 2.23 –0.04
44 SDS 20 mmol/L Low PV3 2.74 2.69 0.05
45 Water Suction mode Low PV3 1.05 1.11 –0.06
46 Soapnut 0.5% Low PV3 1.92 1.93 0.00
47 Soapnut 1% Low PV3 2.41 2.44 –0.03
48 SDS 20 mmol/L Low PV3 2.97 2.90 0.07
49 Water Down-flow mode High PV4 1.18 0.96 0.22
50 Soapnut 0.5% High PV4 1.48 1.44 0.05
51 Soapnut 1% High PV4 1.76 2.07 –0.31
52 SDS 20 mmol/L High PV4 2.07 2.26 –0.18
53 Water Suction mode High PV4 1.18 1.05 0.13
54 Soapnut 0.5% High PV4 1.58 1.53 0.05
55 Soapnut 1% High PV4 2.26 2.16 0.10
56 SDS 20 mmol/L High PV4 2.28 2.35 –0.07
57 Water Down-flow mode Low PV4 1.14 1.27 –0.13
58 Soapnut 0.5% Low PV4 1.61 1.75 –0.13
59 Soapnut 1% Low PV4 2.45 2.38 0.07
60 SDS 20 mmol/L Low PV4 2.98 2.57 0.42
61 Water Suction mode Low PV4 1.14 1.36 –0.22
62 Soapnut 0.5% Low PV4 1.87 1.84 0.03
63 Soapnut 1% Low PV4 2.61 2.47 0.14
64 SDS 20 mM Low PV4 2.49 2.66 –0.17
65 Water Down-flow mode High PV5 1.05 0.96 0.09
15. jesc.ac.cn
Comparison of a plant based natural surfactant with SDS for washing of As(V) from Fe rich soil
Table S1 continual
Run No. Wash Solution Washing mode Soil contamination Pore volume Square root of values
Observed Predicted Residual
Diagnostics case statistics for As removal (transform: square root, constant: 0.000)
66 Soapnut 0.5% High PV5 1.18 1.41 –0.23
67 Soapnut 1% High PV5 2.00 1.90 0.10
68 SDS 20 mmol/L High PV5 2.43 2.06 0.37
69 Water Suction mode High PV5 1.05 1.05 0.00
70 Soapnut 0.5% High PV5 1.58 1.50 0.08
71 Soapnut 1% High PV5 1.73 1.99 –0.26
72 SDS 20 mmol/L High PV5 2.00 2.15 –0.15
73 Water Down-flow mode Low PV5 1.00 1.00 0.00
74 Soapnut 0.5% Low PV5 1.22 1.45 –0.23
75 Soapnut 1% Low PV5 2.10 1.94 0.16
76 SDS 20 mmol/L Low PV5 1.84 2.10 –0.26
77 Water Suction mode Low PV5 1.00 1.09 –0.09
78 Soapnut 0.5% Low PV5 1.92 1.54 0.38
79 Soapnut 1% Low PV6 2.41 2.08 0.33
80 SDS 20 mM Low PV5 2.24 2.19 0.04
81 Water Down-flow mode High PV6 0.77 0.69 0.08
82 Soapnut 0.5% High PV6 1.34 1.20 0.14
83 Soapnut 1% High PV6 1.64 1.59 0.05
84 SDS 20 mmol/L High PV6 1.92 2.24 –0.31
85 Water Suction mode High PV6 0.77 0.82 –0.05
86 Soapnut 0.5% High PV6 1.45 1.33 0.12
87 Soapnut 1% High PV6 1.79 1.72 0.07
88 SDS 20 mmol/L High PV6 2.26 2.36 –0.10
89 Water Down-flow mode Low PV6 1.10 1.05 0.05
90 Soapnut 0.5% Low PV6 1.45 1.55 –0.10
91 Soapnut 1% Low PV6 1.84 1.95 –0.11
92 SDS 20 mmol/L Low PV6 2.79 2.59 0.20
93 Water Suction mode Low PV6 1.10 1.18 –0.08
94 Soapnut 0.5% Low PV6 1.52 1.68 –0.16
95 Soapnut 1% Low PV6 1.73 2.08 –0.34
96 SDS 20 mmol/L Low PV6 2.93 2.72 0.21
16. jesc.ac.cn
Comparison of a plant based natural surfactant with SDS for washing of As(V) from Fe rich soil
Table S2 Time and corresponding percentage of As remaining in soil column (Ast)
Down-flow mode + low contaminated soil Down-flow mode + high contaminated soil
Time (min) H2O SN 0.5% SN 1% SDS H2O SN 0.5% SN 1% SDS
10 99.3 99.9
15 98.2 86.8 99.6 91.5
20 97.1 98.6
25 95.8 81.5 97.2 87.6
30 94.8 84.2 80.2 96.1 86.6 85.1
35 74.6 78.2
40 93.6 95.5
50 81.7 83.5
55 73 67.1 79.1 69.7
65 79.1 81.3
80 77.6 79.9
90 68.2 75.2
95 75.5 78.1
100 58.2 65.4
110 62.2 72.1
120 54.8 59.5
130 57.8 68.1
155 47 55.8
170 54.4 65.4
Suction mode + low contaminated soil Suction + high contaminated soil
Time (min) H2O SN 0.5% SN 1% SDS H2O SN 0.5% SN 1% SDS
10 99.3 99.9
15 98.2 91.1 83.4 99.6 93.5 89
16 97.1 98.6
20 95.8 97.2
21 94.8 96.1
25 93.6 86.7 87.8 73 95.5 88.3 89.1 77.7
27.5 74.7 82.9
30 64.2 70.8
35 83 68.9 83.9 74.8
37.5 79.5 81.4
40 58 65.6
42.5 75.8 78.9
50 73.5 62.1 76.8 69.7
60 53 61.6
65 56.3 66.7
70 44.4 56.5
75 53.3 63.5
17. jesc.ac.cn
Comparison of a plant based natural surfactant with SDS for washing of As(V) from Fe rich soil
Design points Water Soapnut 0.5% Soapnut 1% SDS 20 mmol/L
Asremoval
0
5
10
15
20
Asremoval
0
5
10
15
20
Asremoval
0
5
10
15
20
Asremoval
0
5
10
15
20
a b
c d
PV1 PV2 PV3 PV4 PV5 PV6 PV1 PV2 PV3 PV4 PV5 PV6
PV1 PV2 PV3 PV4 PV5 PV6 PV1 PV2 PV3 PV4 PV5 PV6
Fig. S1 Interaction graph for sqrt(As removal) vs. PV for all the extractants. (a) down-flow mode+low contaminated soil, (b) down-flow mode+ high
contaminated soil, (c) suction mode+low contaminated soil, (d) suction mode+high contaminated soil
.
Design-Expert® Software
Sqrt (As removal )
Color points by value of
Sqrt (As removal ):
4.44972
0.316228
Internally studentized residuals
Normalprobability(%)
-2.03 -0.97 0.10 1.16 2.22
1
5
10
20
30
50
70
80
90
95
99
Fig. S2 Normal probability plots of residuals for As removal in each PV.
18. jesc.ac.cn
Comparison of a plant based natural surfactant with SDS for washing of As(V) from Fe rich soil
Actual
Predicted
0.10
1.20
2.30
3.40
4.50
0.11 1.19 2.28 3.36 4.45
Design-Expert® Software
Sqrt (As removal )
Color points by value of
Sqrt (As removal ):
4.44972
0.316228
Fig. S3 Design-expert plot: predicted vs. actual values plot for As removal in each PV.
20. JOURNAL OF ENVIRONMENTAL SCIENCES
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