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. 2020 Apr 30;15(4):e0232054. doi: 10.1371/journal.pone.0232054

Table 6. Required flow rates from input ditches to the Hanalei River to achieve river loadings of FIB observed in the field.

Units of the reported values are m3/s. The corresponding percentage of the Hanalei River flow are shown in parentheses.

2008 2009
River Segment [m] EC ENT EC ENT
4900 2.98(107%) * 2.46 (48.9%) *
5425 * * * 4.25 (84.6%)
7600 0.01 (0.3%) 0.15 (5.3%) 0.03 (0.5%) *

* Loads not different from 0 in Fig 5 were not evaluated.