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Biological Opinions - Bureau of Reclamation

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hydrograph will approximate the natural flow variability because the calculations are based on<br />

actual real-time measurements <strong>of</strong> several hydrologic indicators including Williamson River flow.<br />

Figure 11.15. Williamson River observed, proposed action and Observed IGD discharge for water year 2011.<br />

Proposed action IGD daily discharge was calculated for water years 1981-2011 based on a 7-day moving<br />

average.<br />

11.4.1.1.4 Channel Maintenance Flows<br />

The role <strong>of</strong> channel maintenance flows in managed river systems to maintain the integrity and<br />

ecology <strong>of</strong> ecosystems and aquatic organisms and to facilitate sediment transport has been<br />

widely recognized (Petts 1996; USFWS and HVT 1999; Bunn and Arthington 2002; P<strong>of</strong>f et al.<br />

2009; NMFS 2010a). NMFS believes that over-bank flows are critical in creating and<br />

maintaining in-channel and riparian habitat. In contrast, protracted drought conditions without<br />

supplemental channel maintenance flows will result in extended periods <strong>of</strong> low velocity flows<br />

and additional fine sediment deposition downstream from IGD (Holmquist-Johnson and<br />

Milhous 2010). Protracted droughts can cause spawning gravels to become filled with fine<br />

sediment and provide habitat conditions conducive to the establishment <strong>of</strong> aquatic vegetation,<br />

two conditions that are favorable to the spread <strong>of</strong> C. shasta in the Klamath River Basin<br />

(Stocking and Bartholomew 2007).<br />

NMFS evaluated the effects <strong>of</strong> the proposed action on flood frequency relative to the POR to<br />

evaluate whether the proposed action will result in a trend <strong>of</strong> the Klamath River hydrograph<br />

towards, or away from, the natural flow regime in terms <strong>of</strong> channel maintenance flows (Table<br />

11.7). Flood frequency analyses applying the Log-Pearson Type III distribution were performed<br />

on the observed daily discharge and the modeled proposed action daily discharge for the POR at<br />

261

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