0.234 0.682** tri-CNs -0.119 0.271 0.572** tetra-CNs -0.037 0.461* 0.539** 0.746** penta-CNs -0.251 0.232 0.198 0.569** 0.764** hexa-CNs -0.062 0.130 0.002 0.282 0.416* 0.598** hepta-CNs -0.006 0.114 0.088 0.204 0.430* 0.399* 0.392* octa-CN 0.383* 0.839** 0.840** 0.549** 0.658** 0.446* 0.355 0.273 PCNs -0.508** -0.286 -0.257 0.051 0.105 0.087 -0.060 0.117 -0.343 TOC 0.006 0.163 0.382 -0.057 -0.231 -0.242 -0.329 -0.615** 0.153 Serving populationa Treatment volume of 0.135 0.307 0.284 0.291 0.204 0.131 0.169 -0.124 0.432 industrial effluent b * < 0.05; ** < 0.01. P P an=24. b treatment volume of industrial effluent = % ind effluent × Treatment volume, n=21.
tri-CNs 0.234 0.682** tetra-CNs -0.119 0.271 0.572** penta-CNs -0.037 0.461* 0.539** 0.746** hexa-CNs -0.251 0.232 0.198 0.569** 0.764** hepta-CNs -0.062 0.130 0.002 0.282 0.416* 0.598** octa-CN -0.006 0.114 0.088 0.204 0.430* 0.399* 0.392* PCNs 0.383* 0.839** 0.840** 0.549** 0.658** 0.446* 0.355 0.273 TOC -0.508** -0.286 -0.257 0.051 0.105 0.087 -0.060 0.117 -0.343 Serving populationa 0.006 0.163 0.382 -0.057 -0.231 -0.242 -0.329 -0.615** 0.153 Treatment volume of industrial effluent b 0.135 0.307 0.284 0.291 0.204 0.131 0.169 -0.124 0.432 * P < 0.05; ** P < 0.01. an=24. b treatment volume of industrial effluent = % ind effluent × Treatment volume, n=21.
1-s2.0-S0048969714007323-mmc1.docx