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1.
J Environ Manage ; 91(9): 1821-30, 2010 Sep.
Article in English | MEDLINE | ID: mdl-20430516

ABSTRACT

The aim of the present study was to devise and validate an appropriate treatment process for disposal of hazardous barium and cyanide waste into a landfill at a Common Hazardous Waste Treatment Storage Disposal Facility (CHWTSDF). The waste was generated during the process of hardening of steel components and contains cyanide (reactive) and barium (toxic) as major contaminants. In the present study chemical fixation of the contaminants was carried out. The cyanide was treated by alkali chlorination with calcium hypochlorite and barium by precipitation with sodium sulfate as barium sulfate. The pretreated mixture was then solidified and stabilized by binding with a combination of slag cement, ordinary Portland cement and fly ash, molded into blocks (5 x 5 x 5 cm) and cured for a period of 3, 7 and 28 days. The final experiments were conducted with 18 recipe mixtures of waste + additive:binder (W:B) ratios. The W:B ratios were taken as 80:20, 70:30 and 50:50. The optimum proportions of additives and binders were finalized on the basis of the criteria of unconfined compressive strength and leachability. The leachability studies were conducted using the Toxicity Characteristic Leaching Procedure. The blocks were analyzed for various physical and leachable chemical parameters at the end of each curing period. Based on the results of the analysis, two recipe mixtures, with compositions - 50% of [waste + (120 g Ca(OCl)(2) + 290 g Na(2)SO(4)) kg(-1) of waste] + 50% of binders, were validated for in situ stabilization into a secured landfill of CHWTSDF.


Subject(s)
Barium/chemistry , Cyanides/chemistry , Hazardous Waste/prevention & control , Waste Management/methods , Water Pollution, Chemical/prevention & control , Alkalies/chemistry , Barium/analysis , Barium Sulfate/isolation & purification , Chemical Precipitation , Cyanides/analysis , Halogenation , Industrial Waste/analysis
2.
Water Sci Technol ; 60(11): 2767-74, 2009.
Article in English | MEDLINE | ID: mdl-19934497

ABSTRACT

The objective of the study was to evaluate the impact of anti-scalant on fouling of reverse osmosis (RO) membranes in reclamation of secondary effluent which was produced by a conventional activated sludge process at Kranji Water Reclamation Plant with the capacity of 151,000 m3/d. The study was carried out using a RO pilot plant with the capacity of 2.4 m3/h. The RO plant was in 2:1 configuration and was operated at 75% recovery and at membrane flux of 17 l m(-2) h(-1). Pilot trials were conducted with and without anti-scalant. Compositions of feed and concentrate streams were analyzed and the pilot data were normalized. The results of the study showed that the plant operation was stable during the first few days after stopping dosage of anti-scalant but after 3-6 days of operation the membranes were fouled. The time lag effect of anti-scalant without dosage was not reported previously and could be potentially beneficial to save chemicals. The membrane fouling was more serious at the second stage due to the formation of calcium phosphate scale when the pilot plant was operated without anti-scalant. The flux of fouled membranes could be completely recovered after clean-in-place (CIP) with citric acid, indicating that scaling dominated the fouling of the RO membranes. These findings in the study could be applied to select an appropriate anti-scalant for prevention from formation of calcium phosphate scale in the RO operation.


Subject(s)
Pilot Projects , Water Pollutants/isolation & purification , Water Pollution/analysis , Barium/isolation & purification , Barium Sulfate/isolation & purification , Calcium Phosphates/isolation & purification , Phosphates/isolation & purification , Singapore , Strontium/isolation & purification , Sulfates/isolation & purification
3.
Biomaterials ; 24(22): 4071-80, 2003 Oct.
Article in English | MEDLINE | ID: mdl-12834603

ABSTRACT

The aim of this work is to present a new approach to joint arthroplasty failure related to bone cement mantle. As barium sulphate is considered one of the main causes of mechanical weakness in the cement, we substituted this inorganic radiopacifier of the solid component for radiopaque monomers in the liquid component. We obtained two different cements, one containing 5 vol% 2-[2',3',5'-triiodobenzoyl] ethyl methacrylate (TIBMA) and the other containing 3,5-diiodine salicylic methacrylate (DISMA). In both cases, the mechanical properties of these new cements were better than those of the barium sulphate-containing cement. The radiopacity obtained was comparable to that of the aforementioned cement and all the samples showed good biocompatibility.


Subject(s)
Barium Sulfate/isolation & purification , Biocompatible Materials , Bone Cements/chemistry , Iodine/chemistry , Barium Sulfate/pharmacology , Biocompatible Materials/chemistry , Contrast Media/pharmacology , Kinetics , Magnetic Resonance Spectroscopy , Methacrylates/chemistry , Microscopy, Electron, Scanning , Models, Chemical , Temperature , Time Factors , Triiodobenzoic Acids/chemistry
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