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<title>Most recent issue published online for the International Journal of Environment and Waste Management.</title>
<description>International Journal of Environment and Waste Management</description>
<link>http://www.inderscience.com/browse/index.php?journalID=75&amp;year=2012&amp;vol=9&amp;issue=1/2</link>
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<title>International Journal of Environment and Waste Management</title>
<url>https://www.inderscience.com/images/files/coverImgs/ijewm_scoverijewm.jpg</url>
<link>http://www.inderscience.com/browse/index.php?journalID=75&amp;year=2012&amp;vol=9&amp;issue=1/2</link>
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<item rdf:about="http://dx.doi.org/10.1504/IJEWM.2012.044157">
<title>Anaerobic digestion of Organic Fraction of Municipal Solid Waste &#40;OFMSW&#41; in two&#45;phase system</title>
<link>http://www.inderscience.com/link.php?id=44157</link>
<description>In view of recovering energy resource from the treatment of Organic Fraction of Municipal Solid Waste &#40;OFMSW&#41;, anaerobic digestion of OFMSW prior to aerobic composting as post&#45;treatment was considered. This study aimed to determine the operational characteristics and efficiency of a two&#45;phase system composed of a fed&#45;batch hydrolysis reactor &#40;phase I&#41; and a methanogenic Upflow Anaerobic Sludge Blanket &#40;UASB&#41; reactor &#40;phase II&#41;. The effluent of the UASB reactor was recycled to the phase I reactor to avoid high levels of Volatile Fatty Acids &#40;VFAs&#41;, which may inhibit methanogenesis and hydrolysis of solids.</description>
<content:encoded><![CDATA[<p><a href="http://www.inderscience.com/link.php?id=44157"><b>Anaerobic digestion of Organic Fraction of Municipal Solid Waste &#40;OFMSW&#41; in two&#45;phase system</b></A><br />Le Thi Hong Tran; Analiza Palenzuela Rollon; Kiyohiko Nakasaki<br /><i>International Journal of Environment and Waste Management, Vol. 9, No. 1/2 (2012) pp. 5 - 17</i><br />In view of recovering energy resource from the treatment of Organic Fraction of Municipal Solid Waste &#40;OFMSW&#41;, anaerobic digestion of OFMSW prior to aerobic composting as post&#45;treatment was considered. This study aimed to determine the operational characteristics and efficiency of a two&#45;phase system composed of a fed&#45;batch hydrolysis reactor &#40;phase I&#41; and a methanogenic Upflow Anaerobic Sludge Blanket &#40;UASB&#41; reactor &#40;phase II&#41;. The effluent of the UASB reactor was recycled to the phase I reactor to avoid high levels of Volatile Fatty Acids &#40;VFAs&#41;, which may inhibit methanogenesis and hydrolysis of solids.</p>]]></content:encoded>
<dc:identifier>10.1504/IJEWM.2012.044157</dc:identifier>
<dc:source>International Journal of Environment and Waste Management, Vol. 9, No. 1/2 (2012) pp. 5 - 17</dc:source>
<dc:creator>Le Thi Hong Tran; Analiza Palenzuela Rollon; Kiyohiko Nakasaki</dc:creator>
<dc:contributor>Faculty of Environment, Ho Chi Minh City University of Technology, 268 Ly Thuong Ket Str, Dist 10, Ho Chi Minh City, Vietnam. &#39; Department of Chemical Engineering, University of the Philippines, Diliman, 1101 Quezon City, Philippines. &#39; Department of Materials Science and Chemical Engineering, Shizuoka University,  3&#45;5&#45;1, Johoku, Hamamatsu, 432&#45;8561, Japan</dc:contributor>
<dc:subject>anaerobic digestion</dc:subject>
<dc:subject>hydrolysis reactors</dc:subject>
<dc:subject>inhibition</dc:subject>
<dc:subject>leachate</dc:subject>
<dc:subject>methanogenesis</dc:subject>
<dc:subject>OFMSW</dc:subject>
<dc:subject>organic fraction</dc:subject>
<dc:subject>municipal solid waste</dc:subject>
<dc:subject>MSW</dc:subject>
<dc:subject>UASB</dc:subject>
<dc:subject>upflow anaerobic sludge blanket</dc:subject>
<dc:subject>waste treatment</dc:subject>
<dc:subject>aerobic composting</dc:subject>
<dc:subject>effluent recycling.</dc:subject>
<dc:date>2011-12-11T23:20:50-05:00</dc:date>
<prism:volume>9</prism:volume>
<prism:number>1/2</prism:number>
<prism:startingPage>5</prism:startingPage>
<prism:endingPage>17</prism:endingPage>
<prism:publicationDate>2011-12-11T23:20:50-05:00</prism:publicationDate>
</item>
<item rdf:about="http://dx.doi.org/10.1504/IJEWM.2012.044158">
<title>Effect of temperature on composting residual Organic Fraction of Municipal Solid Waste &#40;OFMSW&#41; after anaerobic digestion</title>
<link>http://www.inderscience.com/link.php?id=44158</link>
<description>Aerobic composting is generally considered as a necessary post&#45;treatment for residual solids after anaerobic digestion. This study aimed to determine the effects of temperature on biodegradation, microbial population density in composting residual OFMSW after anaerobic digestion. Four composting runs at different set temperatures were conducted. The rate of CO&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;2 and NH&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;3 emissions, moisture content, pH, and cell densities were determined. Microbial population was quantified using dilution plating method while microbial successions and identification were investigated using denaturing gradient gel electrophoresis method and band sequencing. This study ascertained that temperature influences the rate, extent of biodegradation and the microbial community.</description>
<content:encoded><![CDATA[<p><a href="http://www.inderscience.com/link.php?id=44158"><b>Effect of temperature on composting residual Organic Fraction of Municipal Solid Waste &#40;OFMSW&#41; after anaerobic digestion</b></A><br />Le Thi Hong Tran; Analiza Palenzuela Rollon<br /><i>International Journal of Environment and Waste Management, Vol. 9, No. 1/2 (2012) pp. 18 - 40</i><br />Aerobic composting is generally considered as a necessary post&#45;treatment for residual solids after anaerobic digestion. This study aimed to determine the effects of temperature on biodegradation, microbial population density in composting residual OFMSW after anaerobic digestion. Four composting runs at different set temperatures were conducted. The rate of CO&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;2 and NH&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;3 emissions, moisture content, pH, and cell densities were determined. Microbial population was quantified using dilution plating method while microbial successions and identification were investigated using denaturing gradient gel electrophoresis method and band sequencing. This study ascertained that temperature influences the rate, extent of biodegradation and the microbial community.</p>]]></content:encoded>
<dc:identifier>10.1504/IJEWM.2012.044158</dc:identifier>
<dc:source>International Journal of Environment and Waste Management, Vol. 9, No. 1/2 (2012) pp. 18 - 40</dc:source>
<dc:creator>Le Thi Hong Tran; Analiza Palenzuela Rollon</dc:creator>
<dc:contributor>Faculty of Environment, Ho Chi Minh City University of Technology, 268 Ly Thuong Ket Str, Dist 10, Ho Chi Minh City, Vietnam. &#39; Department of Chemical Engineering, University of the Philippines, Diliman, 1101 Quezon City, Philippines</dc:contributor>
<dc:subject>anaerobic digestion</dc:subject>
<dc:subject>aerobic composting</dc:subject>
<dc:subject>DGGE</dc:subject>
<dc:subject>DNA</dc:subject>
<dc:subject>E. coli</dc:subject>
<dc:subject>microorganisms</dc:subject>
<dc:subject>OFMSW</dc:subject>
<dc:subject>temperature</dc:subject>
<dc:subject>thermophilic</dc:subject>
<dc:subject>organic fraction</dc:subject>
<dc:subject>municipal solid waste</dc:subject>
<dc:subject>MSW</dc:subject>
<dc:subject>residual solids</dc:subject>
<dc:subject>biodegradation</dc:subject>
<dc:subject>microbial population density</dc:subject>
<dc:subject>CO2</dc:subject>
<dc:subject>carbon dioxide</dc:subject>
<dc:subject>NH3</dc:subject>
<dc:subject>carbon emissions</dc:subject>
<dc:subject>ammonia emissions</dc:subject>
<dc:subject>moisture content</dc:subject>
<dc:subject>pH</dc:subject>
<dc:subject>cell densities.</dc:subject>
<dc:date>2011-12-11T23:20:50-05:00</dc:date>
<prism:volume>9</prism:volume>
<prism:number>1/2</prism:number>
<prism:startingPage>18</prism:startingPage>
<prism:endingPage>40</prism:endingPage>
<prism:publicationDate>2011-12-11T23:20:50-05:00</prism:publicationDate>
</item>
<item rdf:about="http://dx.doi.org/10.1504/IJEWM.2012.044159">
<title>Sugar industry press mud as alternate organic fertiliser source</title>
<link>http://www.inderscience.com/link.php?id=44159</link>
<description>Organic materials are added to soil for improving soil physico&#45;chemical properties. In the present study different doses of press mud along with NPK were applied to wheat crop in pot and field experiments. The increasing levels of press mud application improved soil physical conditions like increase in total porosity and reduced bulk density. Organic matter content, NPK, Fe, Mn, Zn and Cu content in soil also increased with the press mud application. ECe, pH and exchangeable Na percentage were reduced. Increasing levels of press mud application also increased wheat yield, yield components and crop nutrient utilisation. For realising near maximum wheat yield &#40;95&#37; relative yield&#41; 40 tonnes press mud per ha&#45;1 was found to be the optimum level.</description>
<content:encoded><![CDATA[<p><a href="http://www.inderscience.com/link.php?id=44159"><b>Sugar industry press mud as alternate organic fertiliser source</b></A><br />Muhammad Jamil Khan; Muhammad Qasim Khan; Muhammad Sharif Zia<br /><i>International Journal of Environment and Waste Management, Vol. 9, No. 1/2 (2012) pp. 41 - 55</i><br />Organic materials are added to soil for improving soil physico&#45;chemical properties. In the present study different doses of press mud along with NPK were applied to wheat crop in pot and field experiments. The increasing levels of press mud application improved soil physical conditions like increase in total porosity and reduced bulk density. Organic matter content, NPK, Fe, Mn, Zn and Cu content in soil also increased with the press mud application. ECe, pH and exchangeable Na percentage were reduced. Increasing levels of press mud application also increased wheat yield, yield components and crop nutrient utilisation. For realising near maximum wheat yield &#40;95&#37; relative yield&#41; 40 tonnes press mud per ha&#45;1 was found to be the optimum level.</p>]]></content:encoded>
<dc:identifier>10.1504/IJEWM.2012.044159</dc:identifier>
<dc:source>International Journal of Environment and Waste Management, Vol. 9, No. 1/2 (2012) pp. 41 - 55</dc:source>
<dc:creator>Muhammad Jamil Khan; Muhammad Qasim Khan; Muhammad Sharif Zia</dc:creator>
<dc:contributor>Department of Soil Sciences, Faculty of Agriculture, Gomal University, Dera Ismail Khan &#40;NWFP&#41;, Pakistan. &#39; Department of Soil Sciences, Faculty of Agriculture, Gomal University, Dera Ismail Khan &#40;NWFP&#41;, Pakistan. &#39; Department of Soil Sciences, Faculty of Agriculture, Gomal University, Dera Ismail Khan &#40;NWFP&#41;, Pakistan</dc:contributor>
<dc:subject>organic amendments</dc:subject>
<dc:subject>press mud</dc:subject>
<dc:subject>soil nutrients</dc:subject>
<dc:subject>soil characteristics</dc:subject>
<dc:subject>wheat yield</dc:subject>
<dc:subject>nutrient uptake</dc:subject>
<dc:subject>sugar industry</dc:subject>
<dc:subject>organic fertilisers</dc:subject>
<dc:subject>porosity</dc:subject>
<dc:subject>bulk density</dc:subject>
<dc:subject>crop nutrients.</dc:subject>
<dc:date>2011-12-11T23:20:50-05:00</dc:date>
<prism:volume>9</prism:volume>
<prism:number>1/2</prism:number>
<prism:startingPage>41</prism:startingPage>
<prism:endingPage>55</prism:endingPage>
<prism:publicationDate>2011-12-11T23:20:50-05:00</prism:publicationDate>
</item>
<item rdf:about="http://dx.doi.org/10.1504/IJEWM.2012.044160">
<title>A study on Air Filled Porosity evolution in sludge composting</title>
<link>http://www.inderscience.com/link.php?id=44160</link>
<description>Air Filled Porosity &#40;AFP&#41; is a key parameter in the composting process, conditioning oxygen availability and heat accumulation. Air pycnometry is considered the most adequate methodology for AFP determination. This technique requires withdrawing a sample of material from the composting mass for AFP measurement, which may alter its physical characteristics. A novel strategy that permits to measure AFP in situ during the composting process is presented in this study. Raw and Anaerobically Digested Sludges &#40;ADS&#41; have been used as substrates. A common trend in AFP evolution during the composting process has been observed in most of the cases.</description>
<content:encoded><![CDATA[<p><a href="http://www.inderscience.com/link.php?id=44160"><b>A study on Air Filled Porosity evolution in sludge composting</b></A><br />Luz Ruggieri; Teresa Gea; Adriana Artola; Antoni Sanchez<br /><i>International Journal of Environment and Waste Management, Vol. 9, No. 1/2 (2012) pp. 56 - 68</i><br />Air Filled Porosity &#40;AFP&#41; is a key parameter in the composting process, conditioning oxygen availability and heat accumulation. Air pycnometry is considered the most adequate methodology for AFP determination. This technique requires withdrawing a sample of material from the composting mass for AFP measurement, which may alter its physical characteristics. A novel strategy that permits to measure AFP in situ during the composting process is presented in this study. Raw and Anaerobically Digested Sludges &#40;ADS&#41; have been used as substrates. A common trend in AFP evolution during the composting process has been observed in most of the cases.</p>]]></content:encoded>
<dc:identifier>10.1504/IJEWM.2012.044160</dc:identifier>
<dc:source>International Journal of Environment and Waste Management, Vol. 9, No. 1/2 (2012) pp. 56 - 68</dc:source>
<dc:creator>Luz Ruggieri; Teresa Gea; Adriana Artola; Antoni Sanchez</dc:creator>
<dc:contributor>Composting Research Group, Department of Chemical Engineering, Escola Tecnica Superior d&#39;Enginyeria, Universitat Autonoma de Barcelona, 08193&#45;Bellaterra, Cerdanyola, Spain. &#39; Composting Research Group, Department of Chemical Engineering, Escola Tecnica Superior d&#39;Enginyeria, Universitat Autonoma de Barcelona, 08193&#45;Bellaterra, Cerdanyola, Spain. &#39; Composting Research Group, Department of Chemical Engineering, Escola Tecnica Superior d&#39;Enginyeria, Universitat Autonoma de Barcelona, 08193&#45;Bellaterra, Cerdanyola, Spain. &#39; Composting Research Group, Department of Chemical Engineering, Escola Tecnica Superior d&#39;Enginyeria, Universitat Autonoma de Barcelona, 08193&#45;Bellaterra, Cerdanyola, Spain</dc:contributor>
<dc:subject>air filled porosity</dc:subject>
<dc:subject>air pycnometry</dc:subject>
<dc:subject>anaerobically digested sludge</dc:subject>
<dc:subject>sludge composting</dc:subject>
<dc:subject>cumulative oxygen consumption</dc:subject>
<dc:subject>free air space</dc:subject>
<dc:subject>oxygen uptake rate</dc:subject>
<dc:subject>porosity</dc:subject>
<dc:subject>raw sludge</dc:subject>
<dc:subject>anaerobic digestion.</dc:subject>
<dc:date>2011-12-11T23:20:50-05:00</dc:date>
<prism:volume>9</prism:volume>
<prism:number>1/2</prism:number>
<prism:startingPage>56</prism:startingPage>
<prism:endingPage>68</prism:endingPage>
<prism:publicationDate>2011-12-11T23:20:50-05:00</prism:publicationDate>
</item>
<item rdf:about="http://dx.doi.org/10.1504/IJEWM.2012.044161">
<title>Effect of various leachate recirculation strategies on batch anaerobic digestion of solid substrates</title>
<link>http://www.inderscience.com/link.php?id=44161</link>
<description>Various leachate recirculation strategies were applied to a batch&#45;wise operated solid&#45;phase digestion system in laboratory&#45;scale tests. Comparative experiments with both continuous and intermittent leachate recirculation revealed no advantages of a continuous flow. Results suggest that leachate recirculation should not be carried out continuously during process initialisation when methanogenesis is the rate&#45;limiting step. Continuous watering resulted in the accumulation of Volatile Fatty Acids &#40;VFA&#41; during process start&#45;up. In addition, no need for continuous water circulation was found for the following digestion process when hydrolysis was rate&#45;limiting. Even in the absence of liquid recirculation, degradation was only slightly retarded when the biomass moisture content was adjusted.</description>
<content:encoded><![CDATA[<p><a href="http://www.inderscience.com/link.php?id=44161"><b>Effect of various leachate recirculation strategies on batch anaerobic digestion of solid substrates</b></A><br />Sigrid Kusch; Hans Oechsner; Thomas Jungbluth<br /><i>International Journal of Environment and Waste Management, Vol. 9, No. 1/2 (2012) pp. 69 - 88</i><br />Various leachate recirculation strategies were applied to a batch&#45;wise operated solid&#45;phase digestion system in laboratory&#45;scale tests. Comparative experiments with both continuous and intermittent leachate recirculation revealed no advantages of a continuous flow. Results suggest that leachate recirculation should not be carried out continuously during process initialisation when methanogenesis is the rate&#45;limiting step. Continuous watering resulted in the accumulation of Volatile Fatty Acids &#40;VFA&#41; during process start&#45;up. In addition, no need for continuous water circulation was found for the following digestion process when hydrolysis was rate&#45;limiting. Even in the absence of liquid recirculation, degradation was only slightly retarded when the biomass moisture content was adjusted.</p>]]></content:encoded>
<dc:identifier>10.1504/IJEWM.2012.044161</dc:identifier>
<dc:source>International Journal of Environment and Waste Management, Vol. 9, No. 1/2 (2012) pp. 69 - 88</dc:source>
<dc:creator>Sigrid Kusch; Hans Oechsner; Thomas Jungbluth</dc:creator>
<dc:contributor>Institute of Waste Management and Contaminated Site Treatment, Technical University of Dresden, Pratzschwitzer Strasse 15, 01796 Pirna, Germany; Institute for Agricultural Engineering, University of Hohenheim, Garbenstrasse 9, 70599 Stuttgart, Germany; Institute for Sanitary Engineering, Water Quality and Solid Waste Management, University of Stuttgart, Bandtaele 2, 70569 Stuttgart, Germany. &#39; State Institute of Agricultural Engineering and Bioenergy, University of Hohenheim, Garbenstrasse 9, 70599 Stuttgart, Germany. &#39; Institute for Agricultural Engineering, University of Hohenheim, Garbenstrasse 9, 70599 Stuttgart, Germany</dc:contributor>
<dc:subject>biogas</dc:subject>
<dc:subject>dry digestion</dc:subject>
<dc:subject>leachate recirculation</dc:subject>
<dc:subject>one&#45;stage systems</dc:subject>
<dc:subject>batch process</dc:subject>
<dc:subject>batch anaerobic digestion</dc:subject>
<dc:subject>solid substrates</dc:subject>
<dc:subject>volatile fatty acids</dc:subject>
<dc:subject>water circulation</dc:subject>
<dc:subject>hydrolysis</dc:subject>
<dc:subject>biomass moisture content.</dc:subject>
<dc:date>2011-12-11T23:20:50-05:00</dc:date>
<prism:volume>9</prism:volume>
<prism:number>1/2</prism:number>
<prism:startingPage>69</prism:startingPage>
<prism:endingPage>88</prism:endingPage>
<prism:publicationDate>2011-12-11T23:20:50-05:00</prism:publicationDate>
</item>
<item rdf:about="http://dx.doi.org/10.1504/IJEWM.2012.044162">
<title>Evaluation of FTIR spectroscopy as a maturity index for herbicide&#45;contaminated composts</title>
<link>http://www.inderscience.com/link.php?id=44162</link>
<description>This paper analyses the use of Fourier Transform Infrared &#40;FTIR&#41; spectroscopy as a maturity index for herbicide&#45;contaminated green wastes composts. Four in&#45;vessel composting systems were set&#45;up with Compost A constituting of uncontaminated grass clippings and Composts B, C and D contaminated with atrazine, 2,4&#45;D and tordon 101 respectively. The physicochemical properties of the composts were determined and they were characterised by FTIR spectroscopy. The infrared spectra showed an increase in aromaticity with composting time but a low degree of polycondensation. From the infrared peak ratio&#47;time curves, it could be deduced that Composts A, B and D did not attain maturity.</description>
<content:encoded><![CDATA[<p><a href="http://www.inderscience.com/link.php?id=44162"><b>Evaluation of FTIR spectroscopy as a maturity index for herbicide&#45;contaminated composts</b></A><br />Vijayalaxmi Jumnoodoo; Romeela Mohee<br /><i>International Journal of Environment and Waste Management, Vol. 9, No. 1/2 (2012) pp. 89 - 99</i><br />This paper analyses the use of Fourier Transform Infrared &#40;FTIR&#41; spectroscopy as a maturity index for herbicide&#45;contaminated green wastes composts. Four in&#45;vessel composting systems were set&#45;up with Compost A constituting of uncontaminated grass clippings and Composts B, C and D contaminated with atrazine, 2,4&#45;D and tordon 101 respectively. The physicochemical properties of the composts were determined and they were characterised by FTIR spectroscopy. The infrared spectra showed an increase in aromaticity with composting time but a low degree of polycondensation. From the infrared peak ratio&#47;time curves, it could be deduced that Composts A, B and D did not attain maturity.</p>]]></content:encoded>
<dc:identifier>10.1504/IJEWM.2012.044162</dc:identifier>
<dc:source>International Journal of Environment and Waste Management, Vol. 9, No. 1/2 (2012) pp. 89 - 99</dc:source>
<dc:creator>Vijayalaxmi Jumnoodoo; Romeela Mohee</dc:creator>
<dc:contributor>Department of Chemical and Environmental Engineering, University of Mauritius, Reduit, Mauritius. &#39; Department of Chemical and Environmental Engineering, University of Mauritius, Reduit, Mauritius</dc:contributor>
<dc:subject>herbicides</dc:subject>
<dc:subject>maturity</dc:subject>
<dc:subject>FTIR spectroscopy</dc:subject>
<dc:subject>composting process</dc:subject>
<dc:subject>green waste</dc:subject>
<dc:subject>Fourier transform infrared</dc:subject>
<dc:subject>aromaticity</dc:subject>
<dc:subject>polycondensation.</dc:subject>
<dc:date>2011-12-11T23:20:50-05:00</dc:date>
<prism:volume>9</prism:volume>
<prism:number>1/2</prism:number>
<prism:startingPage>89</prism:startingPage>
<prism:endingPage>99</prism:endingPage>
<prism:publicationDate>2011-12-11T23:20:50-05:00</prism:publicationDate>
</item>
<item rdf:about="http://dx.doi.org/10.1504/IJEWM.2012.044163">
<title>Anaerobic Digestion technologies for the treatment of Municipal Solid Waste</title>
<link>http://www.inderscience.com/link.php?id=44163</link>
<description>Anaerobic Digestion &#40;AD&#41; of Municipal Solid Waste &#40;MSW&#41; is used in several regions worldwide and systems span a range of design options including wet, dry, thermophilic, mesophilic, batch, continuous, single&#45;stage, and multi&#45;stage configurations. This paper reviews a number of commercial and emerging solid waste digestion systems discussing performance and costs. Systems yield 250 710 m&#179; of biogas per tonne of VS at rates of 1 6 m&#179;&#47;m&#179;&#47;d with methane content of 55 65&#37;, depending on MSW composition. Economies of scale have been shown for system costs. Economic viability depends heavily on capital and operating costs, tipping fees and product&#47;co&#45;product revenues.</description>
<content:encoded><![CDATA[<p><a href="http://www.inderscience.com/link.php?id=44163"><b>Anaerobic Digestion technologies for the treatment of Municipal Solid Waste</b></A><br />Joshua L. Rapport; Ruihong Zhang; Robert B. Williams; Bryan M. Jenkins<br /><i>International Journal of Environment and Waste Management, Vol. 9, No. 1/2 (2012) pp. 100 - 122</i><br />Anaerobic Digestion &#40;AD&#41; of Municipal Solid Waste &#40;MSW&#41; is used in several regions worldwide and systems span a range of design options including wet, dry, thermophilic, mesophilic, batch, continuous, single&#45;stage, and multi&#45;stage configurations. This paper reviews a number of commercial and emerging solid waste digestion systems discussing performance and costs. Systems yield 250 710 m&#179; of biogas per tonne of VS at rates of 1 6 m&#179;&#47;m&#179;&#47;d with methane content of 55 65&#37;, depending on MSW composition. Economies of scale have been shown for system costs. Economic viability depends heavily on capital and operating costs, tipping fees and product&#47;co&#45;product revenues.</p>]]></content:encoded>
<dc:identifier>10.1504/IJEWM.2012.044163</dc:identifier>
<dc:source>International Journal of Environment and Waste Management, Vol. 9, No. 1/2 (2012) pp. 100 - 122</dc:source>
<dc:creator>Joshua L. Rapport; Ruihong Zhang; Robert B. Williams; Bryan M. Jenkins</dc:creator>
<dc:contributor>Department of Biological and Agricultural Engineering, University of California, One Shields Avenue, Davis, CA 95616, USA. &#39; Department of Biological and Agricultural Engineering, University of California, One Shields Avenue, Davis, CA 95616, USA. &#39; Department of Biological and Agricultural Engineering, University of California, One Shields Avenue, Davis, CA 95616, USA. &#39; Department of Biological and Agricultural Engineering, University of California, One Shields Avenue, Davis, CA 95616, USA</dc:contributor>
<dc:subject>anaerobic digestion</dc:subject>
<dc:subject>biogas</dc:subject>
<dc:subject>MSW</dc:subject>
<dc:subject>municipal solid waste</dc:subject>
<dc:subject>waste treatment</dc:subject>
<dc:subject>review</dc:subject>
<dc:subject>organic</dc:subject>
<dc:subject>USA</dc:subject>
<dc:subject>United States</dc:subject>
<dc:subject>economies of scale.</dc:subject>
<dc:date>2011-12-11T23:20:50-05:00</dc:date>
<prism:volume>9</prism:volume>
<prism:number>1/2</prism:number>
<prism:startingPage>100</prism:startingPage>
<prism:endingPage>122</prism:endingPage>
<prism:publicationDate>2011-12-11T23:20:50-05:00</prism:publicationDate>
</item>
<item rdf:about="http://dx.doi.org/10.1504/IJEWM.2012.044164">
<title>Prediction of flux decline during membrane filtration of leather plant effluent</title>
<link>http://www.inderscience.com/link.php?id=44164</link>
<description>A membrane&#45;based scheme has been proposed for the treatment of leather plant effluent. The effluent coming out from the various steps of leather plant are combined and Nanofiltration &#40;NF&#41; and Reverse Osmosis &#40;RO&#41; are adopted. Performances of two NF membranes are evaluated. Experiments are conducted using an unstirred batch cell. It is observed that a combined operation of NF using 400 MWCO membrane followed by RO operation is better option compared to a single operation of NF with 200 MWCO &#40;membrane&#41;. The experimental flux data are correlated and analysed using Artificial Neural Network &#40;ANN&#41;.</description>
<content:encoded><![CDATA[<p><a href="http://www.inderscience.com/link.php?id=44164"><b>Prediction of flux decline during membrane filtration of leather plant effluent</b></A><br />V. Dinesh Kumar; Damodar Maity; Mihir Kumar Purkait<br /><i>International Journal of Environment and Waste Management, Vol. 9, No. 1/2 (2012) pp. 123 - 140</i><br />A membrane&#45;based scheme has been proposed for the treatment of leather plant effluent. The effluent coming out from the various steps of leather plant are combined and Nanofiltration &#40;NF&#41; and Reverse Osmosis &#40;RO&#41; are adopted. Performances of two NF membranes are evaluated. Experiments are conducted using an unstirred batch cell. It is observed that a combined operation of NF using 400 MWCO membrane followed by RO operation is better option compared to a single operation of NF with 200 MWCO &#40;membrane&#41;. The experimental flux data are correlated and analysed using Artificial Neural Network &#40;ANN&#41;.</p>]]></content:encoded>
<dc:identifier>10.1504/IJEWM.2012.044164</dc:identifier>
<dc:source>International Journal of Environment and Waste Management, Vol. 9, No. 1/2 (2012) pp. 123 - 140</dc:source>
<dc:creator>V. Dinesh Kumar; Damodar Maity; Mihir Kumar Purkait</dc:creator>
<dc:contributor>Civil Engineering Department, Indian Institute of Technology Guwahati, Guwahati 781039, Assam, India. &#39; Civil Engineering Department, Indian Institute of Technology Kharagpur. &#39; Department of Chemical Engineering, Indian Institute of Technology Guwahati, Guwahati 781039, Assam, India</dc:contributor>
<dc:subject>flux decline</dc:subject>
<dc:subject>membrane filtration</dc:subject>
<dc:subject>leather plant effluent</dc:subject>
<dc:subject>ANNs</dc:subject>
<dc:subject>artificial neural networks</dc:subject>
<dc:subject>back&#45;propagation algorithm</dc:subject>
<dc:subject>nanofiltration</dc:subject>
<dc:subject>reverse osmosis</dc:subject>
<dc:subject>effluent treatment.</dc:subject>
<dc:date>2011-12-11T23:20:50-05:00</dc:date>
<prism:volume>9</prism:volume>
<prism:number>1/2</prism:number>
<prism:startingPage>123</prism:startingPage>
<prism:endingPage>140</prism:endingPage>
<prism:publicationDate>2011-12-11T23:20:50-05:00</prism:publicationDate>
</item>
<item rdf:about="http://dx.doi.org/10.1504/IJEWM.2012.044165">
<title>Performance studies on constructed wetland for treatment of crocodile pond wastewater</title>
<link>http://www.inderscience.com/link.php?id=44165</link>
<description>Crocodile pond wastewater has high Biochemical Oxygen Demand &#40;BOD5&#41; &#40;100 mg&#47;L&#41;, phosphorus &#40;6 mg&#47;L&#41; and nitrogen &#40;30 mg&#47;L&#41;. In the present study a Vertical Flow &#40;VF&#41; constructed wetland treatment system planted with Arundo donax was employed to achieve the wildlife discharge standards &#40;BOD&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;5 &amp;lt; 2 mg&#47;L&#41;. Maximum Chemical Oxygen Demand &#40;COD&#41; removal of 68 &#177; 11&#37; and 77 &#177; 6.2&#37; was achieved at an organic loading rate of 80 and 120 g COD&#47;m&#178;&#47;day, respectively, and the corresponding Total Kjeldahl Nitrogen &#40;TKN&#41; removal of around 82 &#177; 4.4 and 86 &#177; 9&#37; was also achieved, respectively, for the same.</description>
<content:encoded><![CDATA[<p><a href="http://www.inderscience.com/link.php?id=44165"><b>Performance studies on constructed wetland for treatment of crocodile pond wastewater</b></A><br />S. Sudha; N. Vasudevan<br /><i>International Journal of Environment and Waste Management, Vol. 9, No. 1/2 (2012) pp. 141 - 153</i><br />Crocodile pond wastewater has high Biochemical Oxygen Demand &#40;BOD5&#41; &#40;100 mg&#47;L&#41;, phosphorus &#40;6 mg&#47;L&#41; and nitrogen &#40;30 mg&#47;L&#41;. In the present study a Vertical Flow &#40;VF&#41; constructed wetland treatment system planted with Arundo donax was employed to achieve the wildlife discharge standards &#40;BOD&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;5 &amp;lt; 2 mg&#47;L&#41;. Maximum Chemical Oxygen Demand &#40;COD&#41; removal of 68 &#177; 11&#37; and 77 &#177; 6.2&#37; was achieved at an organic loading rate of 80 and 120 g COD&#47;m&#178;&#47;day, respectively, and the corresponding Total Kjeldahl Nitrogen &#40;TKN&#41; removal of around 82 &#177; 4.4 and 86 &#177; 9&#37; was also achieved, respectively, for the same.</p>]]></content:encoded>
<dc:identifier>10.1504/IJEWM.2012.044165</dc:identifier>
<dc:source>International Journal of Environment and Waste Management, Vol. 9, No. 1/2 (2012) pp. 141 - 153</dc:source>
<dc:creator>S. Sudha; N. Vasudevan</dc:creator>
<dc:contributor>Centre for Environmental Studies, Anna University, Chennai, Chennai 600 025, India. &#39; Centre for Environmental Studies, Anna University, Chennai, Chennai 600 025, India</dc:contributor>
<dc:subject>crocodile pond wastewater</dc:subject>
<dc:subject>constructed wetlands</dc:subject>
<dc:subject>vertical subsurface flow</dc:subject>
<dc:subject>Macrophyte</dc:subject>
<dc:subject>Arundo donax</dc:subject>
<dc:subject>bulrush</dc:subject>
<dc:subject>organic removal</dc:subject>
<dc:subject>nutrient removal</dc:subject>
<dc:subject>wastewater treatment</dc:subject>
<dc:subject>chemical oxygen demand</dc:subject>
<dc:subject>COD.</dc:subject>
<dc:date>2011-12-11T23:20:50-05:00</dc:date>
<prism:volume>9</prism:volume>
<prism:number>1/2</prism:number>
<prism:startingPage>141</prism:startingPage>
<prism:endingPage>153</prism:endingPage>
<prism:publicationDate>2011-12-11T23:20:50-05:00</prism:publicationDate>
</item>
<item rdf:about="http://dx.doi.org/10.1504/IJEWM.2012.044166">
<title>Evaluation of polishing of the effluent from UASB reactor by diffusers</title>
<link>http://www.inderscience.com/link.php?id=44166</link>
<description>Effluents from bench scale 56 L upflow anaerobic sludge blanket &#40;UASB&#41; reactor and four UASB based sewage treatment plants &#40;STPs&#41; of capacities ranging from 27 ML&#47;d to 70 ML&#47;d were aerated in batch as well as in continuous mode of operation. The process was monitored by measuring temporal trend in Oxidation Reduction Potential &#40;ORP&#41;, dissolved oxygen &#40;DO&#41;, chemical oxygen demand &#40;COD&#41; and biochemical oxygen demand &#40;BOD&#41;. With the increase in ORP from &#63;150 mV to &#43;200 mV, COD of the effluent decreased by &#126;50&#37; with a decay rate of 0.36 per hour. A multiple regression equation has been established to correlate ORP, COD and DO.</description>
<content:encoded><![CDATA[<p><a href="http://www.inderscience.com/link.php?id=44166"><b>Evaluation of polishing of the effluent from UASB reactor by diffusers</b></A><br />Rinku Walia; Pradeep Kumar; Indu Mehrotra<br /><i>International Journal of Environment and Waste Management, Vol. 9, No. 1/2 (2012) pp. 154 - 168</i><br />Effluents from bench scale 56 L upflow anaerobic sludge blanket &#40;UASB&#41; reactor and four UASB based sewage treatment plants &#40;STPs&#41; of capacities ranging from 27 ML&#47;d to 70 ML&#47;d were aerated in batch as well as in continuous mode of operation. The process was monitored by measuring temporal trend in Oxidation Reduction Potential &#40;ORP&#41;, dissolved oxygen &#40;DO&#41;, chemical oxygen demand &#40;COD&#41; and biochemical oxygen demand &#40;BOD&#41;. With the increase in ORP from &#63;150 mV to &#43;200 mV, COD of the effluent decreased by &#126;50&#37; with a decay rate of 0.36 per hour. A multiple regression equation has been established to correlate ORP, COD and DO.</p>]]></content:encoded>
<dc:identifier>10.1504/IJEWM.2012.044166</dc:identifier>
<dc:source>International Journal of Environment and Waste Management, Vol. 9, No. 1/2 (2012) pp. 154 - 168</dc:source>
<dc:creator>Rinku Walia; Pradeep Kumar; Indu Mehrotra</dc:creator>
<dc:contributor>Department of Biotechnology and Environmental Engineering, Thapar University, Patiala, Punjab 147004, India. &#39; Department of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee 247 667, India. &#39; Department of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee 247 667, India</dc:contributor>
<dc:subject>aeration</dc:subject>
<dc:subject>anaerobic treatment</dc:subject>
<dc:subject>COD</dc:subject>
<dc:subject>chemical oxygen demand</dc:subject>
<dc:subject>wastewater treatment</dc:subject>
<dc:subject>effluent treatment</dc:subject>
<dc:subject>regression modelling</dc:subject>
<dc:subject>oxygen transfer</dc:subject>
<dc:subject>diffusers</dc:subject>
<dc:subject>UASB reactors</dc:subject>
<dc:subject>upflow anaerobic sludge blanket</dc:subject>
<dc:subject>sewage treatment.</dc:subject>
<dc:date>2011-12-11T23:20:50-05:00</dc:date>
<prism:volume>9</prism:volume>
<prism:number>1/2</prism:number>
<prism:startingPage>154</prism:startingPage>
<prism:endingPage>168</prism:endingPage>
<prism:publicationDate>2011-12-11T23:20:50-05:00</prism:publicationDate>
</item>
<item rdf:about="http://dx.doi.org/10.1504/IJEWM.2012.044167">
<title>Degradation of phenolic wastewaters by solar&#47;TiO2 and solar&#47;TiO2&#47;H2O2 processes</title>
<link>http://www.inderscience.com/link.php?id=44167</link>
<description>The application of Advanced Oxidation Processes &#40;AOPs&#41; &#40;solar&#47;TiO2 and solar&#47;TiO2&#47;H2O2&#41; to treat phenol, o&#45;cresol, m&#45;cresol, and p&#45;cresol wastewaters was investigated. The experiments were performed in batch solar reactor using TiO&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;2 as catalyst. The effect of the hydrogen peroxide concentration on the degradation kinetics was evaluated in the range of 0.15 1.5 g&#47;L. It was observed that the degradation rate increased as the hydrogen peroxide increased, but excessive H&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;2O&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;2 concentration was detrimental. The rate of degradation is two to three times faster in solar&#47;TiO&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;2&#47;H&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;2O&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;2 process when compared with solar&#47;TiO&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;2 process. In the presence of inorganic salts, the phenol removal was 19&#37; and 90&#37; in solar&#47;TiO&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;2 and solar&#47;TiO&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;2&#47;H&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;2O&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;2 process, respectively. For untreated samples of 100 mg&#47;L the BOD&#47;COD ratio is 0, while solar photocatalytic treatment of 1 h permits its enhancement up to values near 0.66 and 0.57 for m&#45;cresol and o&#45;cresol; for phenol and p&#45;cresol the values were nearer to 0.53 and 0.65 after 2 h and 3 h phototreatment respectively, which represent considerable biodegradability of wastewaters.</description>
<content:encoded><![CDATA[<p><a href="http://www.inderscience.com/link.php?id=44167"><b>Degradation of phenolic wastewaters by solar&#47;TiO2 and solar&#47;TiO2&#47;H2O2 processes</b></A><br />S. Adishkumar; S Kanmani<br /><i>International Journal of Environment and Waste Management, Vol. 9, No. 1/2 (2012) pp. 169 - 180</i><br />The application of Advanced Oxidation Processes &#40;AOPs&#41; &#40;solar&#47;TiO2 and solar&#47;TiO2&#47;H2O2&#41; to treat phenol, o&#45;cresol, m&#45;cresol, and p&#45;cresol wastewaters was investigated. The experiments were performed in batch solar reactor using TiO&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;2 as catalyst. The effect of the hydrogen peroxide concentration on the degradation kinetics was evaluated in the range of 0.15 1.5 g&#47;L. It was observed that the degradation rate increased as the hydrogen peroxide increased, but excessive H&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;2O&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;2 concentration was detrimental. The rate of degradation is two to three times faster in solar&#47;TiO&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;2&#47;H&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;2O&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;2 process when compared with solar&#47;TiO&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;2 process. In the presence of inorganic salts, the phenol removal was 19&#37; and 90&#37; in solar&#47;TiO&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;2 and solar&#47;TiO&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;2&#47;H&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;2O&amp;lt;SUB align&#61;&#34;right&#34;&amp;gt;2 process, respectively. For untreated samples of 100 mg&#47;L the BOD&#47;COD ratio is 0, while solar photocatalytic treatment of 1 h permits its enhancement up to values near 0.66 and 0.57 for m&#45;cresol and o&#45;cresol; for phenol and p&#45;cresol the values were nearer to 0.53 and 0.65 after 2 h and 3 h phototreatment respectively, which represent considerable biodegradability of wastewaters.</p>]]></content:encoded>
<dc:identifier>10.1504/IJEWM.2012.044167</dc:identifier>
<dc:source>International Journal of Environment and Waste Management, Vol. 9, No. 1/2 (2012) pp. 169 - 180</dc:source>
<dc:creator>S. Adishkumar; S Kanmani</dc:creator>
<dc:contributor>Department of Civil Engineering, Centre for Environmental Studies, Anna University, Chennai 600025, India. &#39; Department of Civil Engineering, Centre for Environmental Studies, Anna University, Chennai 600025, India.</dc:contributor>
<dc:subject>solar photocatalysis</dc:subject>
<dc:subject>TiO2</dc:subject>
<dc:subject>titanium dioxide</dc:subject>
<dc:subject>advanced oxidation process</dc:subject>
<dc:subject>hydroxyl radicals</dc:subject>
<dc:subject>phenol wastewaters</dc:subject>
<dc:subject>H2O2</dc:subject>
<dc:subject>hydrogen peroxide</dc:subject>
<dc:subject>inorganic salts</dc:subject>
<dc:subject>biodegradability</dc:subject>
<dc:subject>wastewater treatment</dc:subject>
<dc:subject>batch solar reactors.</dc:subject>
<dc:date>2011-12-11T23:20:50-05:00</dc:date>
<prism:volume>9</prism:volume>
<prism:number>1/2</prism:number>
<prism:startingPage>169</prism:startingPage>
<prism:endingPage>180</prism:endingPage>
<prism:publicationDate>2011-12-11T23:20:50-05:00</prism:publicationDate>
</item>
<item rdf:about="http://dx.doi.org/10.1504/IJEWM.2012.044168">
<title>Performance of Upflow Anaerobic Sludge Blanket &#40;UASB&#41; reactor treating simulated wastewaters containing 1,1,2&#45;Trichloroethane and 1,1,2,2&#45;Tetrachloroethane</title>
<link>http://www.inderscience.com/link.php?id=44168</link>
<description>Reactors R2 and R3 were investigated for biodegradation of 1,1,2&#45;Trichloroethane and 1,1,2,2&#45;Tetrachloroethane respectively, during acclimation phase. Reactor R1 was maintained as control. The stepwise increment in concentration of 1,1,2&#45;TCA from 5 mg&#47;L to 40 mg&#47;L in R2 caused no inhibition to reactor performance. The percentage of 1,1,2&#45;TCA and COD removal was 99.9&#37; and 98.6&#37;, respectively. Severe inhibition to methanogenesis occurred at 30 mg&#47;L of 1,1,2,2&#45;TeCA, showing decrease in percentage COD removal to 45.5&#37;, reduction in biogas production by 45 60&#37; and increase in effluent VFA concentration to 172 mg&#47;L. The sludge in R3 was acclimated upto 20 mg&#47;L of 1,1,2,2&#45;TeCA.The percentage of 1,1,2,2&#45;TeCA and COD removal was 99.1&#37; and 98.2&#37;, respectively.</description>
<content:encoded><![CDATA[<p><a href="http://www.inderscience.com/link.php?id=44168"><b>Performance of Upflow Anaerobic Sludge Blanket &#40;UASB&#41; reactor treating simulated wastewaters containing 1,1,2&#45;Trichloroethane and 1,1,2,2&#45;Tetrachloroethane</b></A><br />Debolina Basu; Sudhir Kumar Gupta<br /><i>International Journal of Environment and Waste Management, Vol. 9, No. 1/2 (2012) pp. 181 - 190</i><br />Reactors R2 and R3 were investigated for biodegradation of 1,1,2&#45;Trichloroethane and 1,1,2,2&#45;Tetrachloroethane respectively, during acclimation phase. Reactor R1 was maintained as control. The stepwise increment in concentration of 1,1,2&#45;TCA from 5 mg&#47;L to 40 mg&#47;L in R2 caused no inhibition to reactor performance. The percentage of 1,1,2&#45;TCA and COD removal was 99.9&#37; and 98.6&#37;, respectively. Severe inhibition to methanogenesis occurred at 30 mg&#47;L of 1,1,2,2&#45;TeCA, showing decrease in percentage COD removal to 45.5&#37;, reduction in biogas production by 45 60&#37; and increase in effluent VFA concentration to 172 mg&#47;L. The sludge in R3 was acclimated upto 20 mg&#47;L of 1,1,2,2&#45;TeCA.The percentage of 1,1,2,2&#45;TeCA and COD removal was 99.1&#37; and 98.2&#37;, respectively.</p>]]></content:encoded>
<dc:identifier>10.1504/IJEWM.2012.044168</dc:identifier>
<dc:source>International Journal of Environment and Waste Management, Vol. 9, No. 1/2 (2012) pp. 181 - 190</dc:source>
<dc:creator>Debolina Basu; Sudhir Kumar Gupta</dc:creator>
<dc:contributor>Centre for Environmental Science and Engineering, Indian Institute of Technology, Bombay, Powai, Mumbai 400076, India. &#39; Centre for Environmental Science and Engineering, Indian Institute of Technology, Bombay, Powai, Mumbai 400076, India</dc:contributor>
<dc:subject>acclimation</dc:subject>
<dc:subject>biodegradation</dc:subject>
<dc:subject>UASB reactors</dc:subject>
<dc:subject>upflow anaerobic sludge blanket</dc:subject>
<dc:subject>1,1,2&#45;TCA</dc:subject>
<dc:subject>1,1,2&#45;Trichloroethane</dc:subject>
<dc:subject>1,1,2,2&#45;TeCA</dc:subject>
<dc:subject>1,1,2,2&#45;Tetrachloroethane</dc:subject>
<dc:subject>wastewater treatment.</dc:subject>
<dc:date>2011-12-11T23:20:50-05:00</dc:date>
<prism:volume>9</prism:volume>
<prism:number>1/2</prism:number>
<prism:startingPage>181</prism:startingPage>
<prism:endingPage>190</prism:endingPage>
<prism:publicationDate>2011-12-11T23:20:50-05:00</prism:publicationDate>
</item>
<item rdf:about="http://dx.doi.org/10.1504/IJEWM.2012.044169">
<title>Decolourisation of Turquoise HGN by anaerobic bacterial isolates from rumen enrichments</title>
<link>http://www.inderscience.com/link.php?id=44169</link>
<description>Anaerobic bacteria capable of decolourising Turquoise HGN dye were isolated by roll tube technique from enrichments inoculated with rumen fluid and were tested for their decolourisation efficiency under different conditions. The presence of glucose in the culture medium favoured the decolourisation and specific dye reduction activity &#40;equivalent to the reduction of 1 mg dye. hr&amp;lt;SUP align&#61;&#34;right&#34;&amp;gt;&#63;1&amp;lt;&#47;SUP&amp;gt;.mg&amp;lt;SUP align&#61;&#34;right&#34;&amp;gt;&#63;1&amp;lt;&#47;SUP&amp;gt; of protein&#41;, but both were inhibited in the presence of yeast extract. The maximum growth and dye reduction activity was recorded at pH 7.0 and 30&#176;C, and were in the range of 36.4 97.4 U and 68 82 U, respectively with glucose as co&#45;metabolite.</description>
<content:encoded><![CDATA[<p><a href="http://www.inderscience.com/link.php?id=44169"><b>Decolourisation of Turquoise HGN by anaerobic bacterial isolates from rumen enrichments</b></A><br />C.G. Morlett Chavez; N. Balagurusamy<br /><i>International Journal of Environment and Waste Management, Vol. 9, No. 1/2 (2012) pp. 191 - 199</i><br />Anaerobic bacteria capable of decolourising Turquoise HGN dye were isolated by roll tube technique from enrichments inoculated with rumen fluid and were tested for their decolourisation efficiency under different conditions. The presence of glucose in the culture medium favoured the decolourisation and specific dye reduction activity &#40;equivalent to the reduction of 1 mg dye. hr&amp;lt;SUP align&#61;&#34;right&#34;&amp;gt;&#63;1&amp;lt;&#47;SUP&amp;gt;.mg&amp;lt;SUP align&#61;&#34;right&#34;&amp;gt;&#63;1&amp;lt;&#47;SUP&amp;gt; of protein&#41;, but both were inhibited in the presence of yeast extract. The maximum growth and dye reduction activity was recorded at pH 7.0 and 30&#176;C, and were in the range of 36.4 97.4 U and 68 82 U, respectively with glucose as co&#45;metabolite.</p>]]></content:encoded>
<dc:identifier>10.1504/IJEWM.2012.044169</dc:identifier>
<dc:source>International Journal of Environment and Waste Management, Vol. 9, No. 1/2 (2012) pp. 191 - 199</dc:source>
<dc:creator>C.G. Morlett Chavez; N. Balagurusamy</dc:creator>
<dc:contributor>Facultad de Ciencias Quimicas, Universidad Autonoma de Coahuila Saltillo, Blvd. V. Carranza y J. Cardenas V., Saltillo, Coahuila, C.P. 25280 Mexico. &#39; Escuela de Ciencias Biologicas, Universidad Autonoma de Coahuila, Ciudad Universitaria, Carretera Torre&#243;n&#45;Matamoros Km. 7.5, Torreon, Coahuila State, Mexico. C.P.27104</dc:contributor>
<dc:subject>anaerobic bacteria</dc:subject>
<dc:subject>dye decolourisation</dc:subject>
<dc:subject>specific dye reduction</dc:subject>
<dc:subject>rumen fluid</dc:subject>
<dc:subject>turquoise HGN</dc:subject>
<dc:subject>yeast extract</dc:subject>
<dc:subject>synthetic dyes</dc:subject>
<dc:subject>wastewater treatment.</dc:subject>
<dc:date>2011-12-11T23:20:50-05:00</dc:date>
<prism:volume>9</prism:volume>
<prism:number>1/2</prism:number>
<prism:startingPage>191</prism:startingPage>
<prism:endingPage>199</prism:endingPage>
<prism:publicationDate>2011-12-11T23:20:50-05:00</prism:publicationDate>
</item>
</rdf:RDF>

