http://www.iisc.ernet.in/
C:N ratio of Sediments in a sewage fed Urban Lake
Durga Madhab Mahapatra1, Chanakya H. N1,2 and Ramachandra T. V* 1-3
http://wgbis.ces.iisc.ernet.in/energy/
1 Centre for Sustainable Technologies, 2 Centre for infrastructure, Sustainable Transportation and Urban Planning,
3 Energy and Wetlands Research Group, Centre for Ecological Sciences, Indian Institute of Science, Bangalore 560 012, India

SEDIMENTATION RATES

In the sludge settling experiments, it was observed that the sediments near the inlet regions in zones Z1 and Z2 were consisted of 3 different types of sludge. However the sediments near the outlet regions were similar. In the non- monsoon seasons (08) the sludge near the high flow regions were having a higher C content (which is attributed to particulate organic matter and rapid sludge formation). The sludge near the inlet zones was highly organic as seen in the earlier (Dec, 08 samples) but as we approach towards the outlets an improved and a matured sludge (Fig. 9) was observed. This is primarily due to unprecedented discharge of untreated sewage and due to external input from the catchment and surface run off which is in agreement with earlier studies [31]. Figure 10 shows the time taken for the sludge for 90% settling. It is well observed that the sludge settles fast near the outlets unlike the inlet where it takes a much longer time. However the Organic content of the sludge was found to be significantly higher in Dec, 09 which showed a higher organic C content throughout and was more prominent towards the bund region and the outlets. This links to the morphometry of the lake which has the deepest portions near the bund. The sedimentation rate is lowest in the deepest part of the lake, but increases progressively towards the inlets and the shorelines on either side of the lake.

Figure 9. Correlation between % C and % N content in the sediments

Figure 10. Time required for 90% of the sludge for settling

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