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Mitigation for the Construction and Operation of Libby Dam

Mitigation for the Construction and Operation of Libby Dam

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70<br />

60<br />

50<br />

40<br />

30<br />

20<br />

10<br />

0 500 1000 1500 2000 2500 3000<br />

Pr<strong>of</strong>ile Distance (ft)<br />

0<br />

Elevation (ft)<br />

2002 2003<br />

Figure 6. The longitudinal pr<strong>of</strong>ile <strong>of</strong> <strong>the</strong> constructed stream channel thalweg in 2002 (as built) <strong>and</strong> 2003 after <strong>the</strong> project<br />

experienced <strong>the</strong> first spring freshet. The survey begins at <strong>the</strong> upper project boundary (station 0) <strong>and</strong> proceeds downstream to <strong>the</strong><br />

lower project boundary (approximate station 3200). The stream channel prior to channel construction was not located within <strong>the</strong><br />

same general plan view as <strong>the</strong> newly constructed stream channel. There<strong>for</strong>e, <strong>the</strong> existing stream channel longitudinal pr<strong>of</strong>ile<br />

(Figure 5) could not be superimposed on this figure due to differences in stream channel length that resulted from an overall<br />

increase in overall channel sinuosity <strong>and</strong> length after project construction.<br />

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