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Near and Far Field Dilution Analysis of Manteca Discharge October 2006 <br /> 18 — — — — — — — — — — <br /> A: 25% of channel cross-section extending from side bank <br /> 16 ' <br /> B: 25% of channel cross-section centered on minimum dilution for diffuser case <br /> 14 <br /> m <br /> m <br /> 3 • <br /> m , <br /> c� 12 A <br /> 3 <br /> L <br /> CL 10 ♦� <br /> L <br /> 3 <br /> L p � <br /> 41 8 <br /> L � <br /> w � <br /> L <br /> Q <br /> c <br /> 6 <br /> 0 <br /> .3 <br /> 4 <br /> Diffuser <br /> - -Side Bank Discharge <br /> 2 ` <br /> B <br /> 0 <br /> 0 50 100 150 200 250 300 350 400 <br /> Distance across channel from eastern bank(feet) <br /> Figure 27 Comparison of dilution across the river channel for the diffuser and the side bank discharge with 27 MGD Manteca discharge and Acute <br /> river flow conditions. Plot is for time and location of minimum dilution diffuser case. Twenty-five percent of the channel cross-section at minimum <br /> dilution is noted for each discharge case. <br /> 34 <br />