City of Morgan Hill Sewer System Master Plan 2017

City of Morgan Hill Sanitary Sewer Flow Monitoring and Inflow/Infiltration Study

0.7

0.6

0.5

Basin 6

0.4

0.3

0.2

0.1

Minimum to Average Flow Ratio

-

0.00

0.20

0.40

0.60

0.80

1.00

ADWF (mgd)

Figure 27. Minimum Flow Ratios vs. ADWF 12

12 Due to attenuation, it should be expected that sites with larger flow volumes should not have quite the peak-to-average and low-to-average flow ratios as sites with lesser flow volumes, which is why the WEF typical trend lines slope closer to 1.0 as the ADWF increases, as shown in the figure.

12-0248 AEG CofMorganHill FM Rpt.docx

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