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It helps rank and screen the major waste discharge outlets within the study reservoir section.
Figure 15 The calculated yearly average of PMZPUL for 5 discharge outlets in Fuling District.
Both discharge outlets are located at Longxihe River which is a tributary of the Yangtze River.
Figure 14 The calculated yearly average of PMZPUL for 6 discharge outlets in Changshou District.
According to the modeling results, the schemes for optimal waste-load allocations among 11 different discharge outlets were analyzed.
Figure 2 Locations of 11 discharge outlets in the study reservoir section (top: Changshou section; bottom: Fuling section).
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Figure 11 Monthly average size of NH 4 + –H-PMZ formed by each discharge outlet.
It is indicated that different discharge outlet has different level of sensitivity index.
Figure 10 Monthly average size of COD-PMZ formed by each discharge outlet.
The discharge load from each discharge outlet in the year of 2008 is given in Table 1.
where PMZ i is the surface area of the pollutant mixing zone formed by the i th discharge outlet (in m2); DL i refers to the discharge load from the i th discharge outlet (in kg/day).
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