Sewage sludge composting simulation as carbon/nitrogen concentration change
Available composting models do not describe accurately the dynamics of composting processes. Difficulty in modeling composting processes is attributed mainly to the unpredicted change in process rate caused by change in activation energy value (E). This article presented the results of an attempt...
| Main Author: | |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Elsevier BV
2011
|
| Subjects: | |
| Online Access: | http://irep.iium.edu.my/8126/1/Sewage_sludge_composting_simulation_carbon_nitrogen_concentration_change.pdf |
| _version_ | 1825644987283406848 |
|---|---|
| author | Kabbashi, Nassereldeen Ahmed |
| author_facet | Kabbashi, Nassereldeen Ahmed |
| author_sort | Kabbashi, Nassereldeen Ahmed |
| collection | IIUM |
| description | Available composting models do not describe accurately the dynamics of composting processes. Difficulty in modeling composting
processes is attributed mainly to the unpredicted change in process rate caused by change in activation energy value (E). This article
presented the results of an attempt made to utilize patterns of change in carbon, nitrogen and temperature profiles to model sewage
sludge composting process as a multi-stage process. Results of controlled sewage sludge composting experiments were used in the
study. All the experiments were carried out as batch experiments in a 300-liter Horizontal Drum Bioreactor (HDB). Analysis of the
profiles of carbon, nitrogen and temperature has indicated that there were clear patterns that could be used to develop simple models
of the process, the initial C/N ratio was between 7–8 and the final C/N ratio of the compost in most experiments were found to be
around 15.0, indicating the compost was fully matured and could be used safely for agricultural purpose. Electrical conductivity of
composting material decreased from 1.83 to 1.67 dS/m, after a period, it increased gradually from 2.01 to 2.23 dS/m and remained at
around 2.33 dS/m till the end of composting. It is found that change in the concentration of total carbon can reasonably be described
by three constant process rate coefficients (k1, k2, k3). It is found that the process starts with a certain process rate coefficient (k1) and
continues until peak temperature is reached, then it reaches lower process (k2) in the declining phase of the thermophilic stage, and
finally it proceeds with a faster process rate (k3) when maturation is reached. Change in the concentration of total nitrogen has shown
to have the same patterns of change as carbon. |
| first_indexed | 2024-03-05T22:40:58Z |
| format | Article |
| id | oai:generic.eprints.org:8126 |
| institution | International Islamic University Malaysia |
| language | English |
| last_indexed | 2024-03-05T22:40:58Z |
| publishDate | 2011 |
| publisher | Elsevier BV |
| record_format | dspace |
| spelling | oai:generic.eprints.org:81262013-06-25T04:19:40Z http://irep.iium.edu.my/8126/ Sewage sludge composting simulation as carbon/nitrogen concentration change Kabbashi, Nassereldeen Ahmed TD511 Sewage collection and disposal systems. Sewerage Available composting models do not describe accurately the dynamics of composting processes. Difficulty in modeling composting processes is attributed mainly to the unpredicted change in process rate caused by change in activation energy value (E). This article presented the results of an attempt made to utilize patterns of change in carbon, nitrogen and temperature profiles to model sewage sludge composting process as a multi-stage process. Results of controlled sewage sludge composting experiments were used in the study. All the experiments were carried out as batch experiments in a 300-liter Horizontal Drum Bioreactor (HDB). Analysis of the profiles of carbon, nitrogen and temperature has indicated that there were clear patterns that could be used to develop simple models of the process, the initial C/N ratio was between 7–8 and the final C/N ratio of the compost in most experiments were found to be around 15.0, indicating the compost was fully matured and could be used safely for agricultural purpose. Electrical conductivity of composting material decreased from 1.83 to 1.67 dS/m, after a period, it increased gradually from 2.01 to 2.23 dS/m and remained at around 2.33 dS/m till the end of composting. It is found that change in the concentration of total carbon can reasonably be described by three constant process rate coefficients (k1, k2, k3). It is found that the process starts with a certain process rate coefficient (k1) and continues until peak temperature is reached, then it reaches lower process (k2) in the declining phase of the thermophilic stage, and finally it proceeds with a faster process rate (k3) when maturation is reached. Change in the concentration of total nitrogen has shown to have the same patterns of change as carbon. Elsevier BV 2011-11 Article PeerReviewed application/pdf en http://irep.iium.edu.my/8126/1/Sewage_sludge_composting_simulation_carbon_nitrogen_concentration_change.pdf Kabbashi, Nassereldeen Ahmed (2011) Sewage sludge composting simulation as carbon/nitrogen concentration change. Journal of Environmental Sciences-China, 23 (11). pp. 1925-1928. ISSN 1001-0742 http://www.jesc.ac.cn/jesc_en/ch/reader/view_abstract.aspx?file_no=2011231123&flag=1 DOI: 10.1016/S1001-0742(10)60642-0 |
| spellingShingle | TD511 Sewage collection and disposal systems. Sewerage Kabbashi, Nassereldeen Ahmed Sewage sludge composting simulation as carbon/nitrogen concentration change |
| title | Sewage sludge composting simulation as carbon/nitrogen concentration change |
| title_full | Sewage sludge composting simulation as carbon/nitrogen concentration change |
| title_fullStr | Sewage sludge composting simulation as carbon/nitrogen concentration change |
| title_full_unstemmed | Sewage sludge composting simulation as carbon/nitrogen concentration change |
| title_short | Sewage sludge composting simulation as carbon/nitrogen concentration change |
| title_sort | sewage sludge composting simulation as carbon nitrogen concentration change |
| topic | TD511 Sewage collection and disposal systems. Sewerage |
| url | http://irep.iium.edu.my/8126/1/Sewage_sludge_composting_simulation_carbon_nitrogen_concentration_change.pdf |
| work_keys_str_mv | AT kabbashinassereldeenahmed sewagesludgecompostingsimulationascarbonnitrogenconcentrationchange |