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Dynamic Modeling of Sludge Compaction and Consolidation Processes in Wastewater Secondary Settling Tanks
The double exponential settling model is the widely accepted model for wastewater secondary settling tanks. However, this model does not estimate accurately solids concentrations in the settler underflow stream, mainly because sludge compression and consolidation processes are not considered. In act...
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Published in: | Water environment research 2009-01, Vol.81 (1), p.51-56 |
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description | The double exponential settling model is the widely accepted model for wastewater secondary settling tanks. However, this model does not estimate accurately solids concentrations in the settler underflow stream, mainly because sludge compression and consolidation processes are not considered. In activated sludge systems, accurate estimation of the solids in the underflow stream will facilitate the calibration process and can lead to correct estimates of particularly kinetic parameters related to biomass growth. Using principles of compaction and consolidation, as in soil mechanics, a dynamic model of the sludge consolidation processes taking place in the secondary settling tanks is developed and incorporated to the commonly used double exponential settling model. The modified double exponential model is calibrated and validated using data obtained from a full-scale wastewater treatment plant. Good agreement between predicted and measured data confirmed the validity of the modified model. |
doi_str_mv | 10.1002/j.1554-7531.2009.tb00249.x |
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J.</creator><creatorcontrib>Abusam, A. ; Keesman, K. J.</creatorcontrib><description>The double exponential settling model is the widely accepted model for wastewater secondary settling tanks. However, this model does not estimate accurately solids concentrations in the settler underflow stream, mainly because sludge compression and consolidation processes are not considered. In activated sludge systems, accurate estimation of the solids in the underflow stream will facilitate the calibration process and can lead to correct estimates of particularly kinetic parameters related to biomass growth. Using principles of compaction and consolidation, as in soil mechanics, a dynamic model of the sludge consolidation processes taking place in the secondary settling tanks is developed and incorporated to the commonly used double exponential settling model. The modified double exponential model is calibrated and validated using data obtained from a full-scale wastewater treatment plant. 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J.</creatorcontrib><title>Dynamic Modeling of Sludge Compaction and Consolidation Processes in Wastewater Secondary Settling Tanks</title><title>Water environment research</title><addtitle>Water Environ Res</addtitle><description>The double exponential settling model is the widely accepted model for wastewater secondary settling tanks. However, this model does not estimate accurately solids concentrations in the settler underflow stream, mainly because sludge compression and consolidation processes are not considered. In activated sludge systems, accurate estimation of the solids in the underflow stream will facilitate the calibration process and can lead to correct estimates of particularly kinetic parameters related to biomass growth. Using principles of compaction and consolidation, as in soil mechanics, a dynamic model of the sludge consolidation processes taking place in the secondary settling tanks is developed and incorporated to the commonly used double exponential settling model. The modified double exponential model is calibrated and validated using data obtained from a full-scale wastewater treatment plant. Good agreement between predicted and measured data confirmed the validity of the modified model.</description><subject>Activated sludge</subject><subject>Applied sciences</subject><subject>Calibration</subject><subject>Chemical engineering</subject><subject>clarifier</subject><subject>compaction</subject><subject>Computer Simulation</subject><subject>Consolidation</subject><subject>Deformation</subject><subject>Dynamic modeling</subject><subject>Estimate reliability</subject><subject>Exact sciences and technology</subject><subject>General purification processes</subject><subject>Hydraulics</subject><subject>Liquid-liquid and fluid-solid mechanical separations</subject><subject>Modeling</subject><subject>Models, Theoretical</subject><subject>Parametric models</subject><subject>plants</subject><subject>Pollution</subject><subject>settler</subject><subject>Settling</subject><subject>Sewage - chemistry</subject><subject>sewage sludges</subject><subject>Sewerage works: sewers, sewage treatment plants, outfalls</subject><subject>Sludge</subject><subject>Soil mechanics</subject><subject>Velocity</subject><subject>Wastewater</subject><subject>Wastewaters</subject><subject>Water treatment and pollution</subject><issn>1061-4303</issn><issn>1554-7531</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2009</creationdate><recordtype>article</recordtype><recordid>eNqVUU1v1DAQjRCIlsJPAEWVOCaMPxNzQWgpH1IRiBb1aDm2s3jJ2oudaLv_Hqcb2jOnGY_fe_NGryjOEdQIAL_Z1IgxWjWMoBoDiHrs8piK-vZRcXr_9Tj3wFFFCZCT4llKGwCEMdCnxQkSuIVWiNPi14eDV1uny6_B2MH5dRn68mqYzNqWq7DdKT264EvlTX76FAZn1N3kewzapmRT6Xx5o9Jo92q0sbyyOnij4iF343ineK387_S8eNKrIdkXSz0rfn68uF59ri6_ffqyen9ZaQYEVdwwZkEoSkRnODedaajAuCVKGIK54ajVmnY9tIAbzHtBKTIKdIOJAYF6cla8Peru1dr6vN566VXULsmgnBxcF7M5uZ-i9MNcdlOXJGkainkmnx_Juxj-TDaNchOm6LNfiREHgRmlDxt0DClF28tddNtZFIGcA5IbOacg5xTkHJBcApK3mfxq2TB1W2seqEsiGfB6Aaik1dBH5Wfv_3AYkQYaijLu3XKnG-zhPyzIm4sfAGxWeHlU2KQxxHsFCqxhWHDyF6AhuJ0</recordid><startdate>20090101</startdate><enddate>20090101</enddate><creator>Abusam, A.</creator><creator>Keesman, K. 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J.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c5031-6d55e09a439bd66dbd7492283a9d326d618cc4bf0802726f9441da0c723d091f3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2009</creationdate><topic>Activated sludge</topic><topic>Applied sciences</topic><topic>Calibration</topic><topic>Chemical engineering</topic><topic>clarifier</topic><topic>compaction</topic><topic>Computer Simulation</topic><topic>Consolidation</topic><topic>Deformation</topic><topic>Dynamic modeling</topic><topic>Estimate reliability</topic><topic>Exact sciences and technology</topic><topic>General purification processes</topic><topic>Hydraulics</topic><topic>Liquid-liquid and fluid-solid mechanical separations</topic><topic>Modeling</topic><topic>Models, Theoretical</topic><topic>Parametric models</topic><topic>plants</topic><topic>Pollution</topic><topic>settler</topic><topic>Settling</topic><topic>Sewage - chemistry</topic><topic>sewage sludges</topic><topic>Sewerage works: sewers, sewage treatment plants, outfalls</topic><topic>Sludge</topic><topic>Soil mechanics</topic><topic>Velocity</topic><topic>Wastewater</topic><topic>Wastewaters</topic><topic>Water treatment and pollution</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Abusam, A.</creatorcontrib><creatorcontrib>Keesman, K. 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J.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Dynamic Modeling of Sludge Compaction and Consolidation Processes in Wastewater Secondary Settling Tanks</atitle><jtitle>Water environment research</jtitle><addtitle>Water Environ Res</addtitle><date>2009-01-01</date><risdate>2009</risdate><volume>81</volume><issue>1</issue><spage>51</spage><epage>56</epage><pages>51-56</pages><issn>1061-4303</issn><eissn>1554-7531</eissn><abstract>The double exponential settling model is the widely accepted model for wastewater secondary settling tanks. However, this model does not estimate accurately solids concentrations in the settler underflow stream, mainly because sludge compression and consolidation processes are not considered. In activated sludge systems, accurate estimation of the solids in the underflow stream will facilitate the calibration process and can lead to correct estimates of particularly kinetic parameters related to biomass growth. Using principles of compaction and consolidation, as in soil mechanics, a dynamic model of the sludge consolidation processes taking place in the secondary settling tanks is developed and incorporated to the commonly used double exponential settling model. The modified double exponential model is calibrated and validated using data obtained from a full-scale wastewater treatment plant. Good agreement between predicted and measured data confirmed the validity of the modified model.</abstract><cop>Alexandria, VA</cop><pub>Water Environment Federation</pub><pmid>19280899</pmid><doi>10.1002/j.1554-7531.2009.tb00249.x</doi><tpages>6</tpages></addata></record> |
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subjects | Activated sludge Applied sciences Calibration Chemical engineering clarifier compaction Computer Simulation Consolidation Deformation Dynamic modeling Estimate reliability Exact sciences and technology General purification processes Hydraulics Liquid-liquid and fluid-solid mechanical separations Modeling Models, Theoretical Parametric models plants Pollution settler Settling Sewage - chemistry sewage sludges Sewerage works: sewers, sewage treatment plants, outfalls Sludge Soil mechanics Velocity Wastewater Wastewaters Water treatment and pollution |
title | Dynamic Modeling of Sludge Compaction and Consolidation Processes in Wastewater Secondary Settling Tanks |
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