Restoration Plan for the Clark Fork River And the Blackfoot River Near Milltown Dam [electronic Resource] 2005 Appendix H
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Restoration Plan for the Clark Fork River And the Blackfoot River Near Milltown Dam [electronic Resource] 2005 Appendix H
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The calculated pairs plot below the meandering-braided transition line and are located adjacent to both meandering and wandering channel types.
River H-17 VV / Design /. V\r Appendix H — Restoration Strategies Restoration Plan for the Clark Fork River and Blackfoot River near Milltown Dam — October 2005 05 i CO ■flj c c (0 O O U. lUU — ♦ X O L "1 Braided Wandering Meandering \ S = S' ^ Transitional a' > Meandering 0.010 - Braiding > 0.001 - I tiij "1 1 1 ' t' VVTI'I T 1 1 1 riiTj 0.O01 0.010 0....100 Predicted Transitbn Slope, S* • : CFR3-A A: CFR3-B ■: CFR3-C Figure H-2. Comparison of the observed channel slope (S) and predicted transition slope (S*) calculated for CFR3-A, 3-B, and 3-C. The respective symbols are placed at the upper and lower limits of the slope pair values for each of the three reaches. All slope pairs plotted below the meandering-braided transition line, predicting meandering channels. The slope pairs also plotted near wandering channel data points plotted by Millar (2000), potentially predicting a wandering channel planform.
What to read after Restoration Plan for the Clark Fork River And the Blackfoot River Near Milltown Dam [electronic Resource] 2005 Appendix H?
You can find similar books in the "Read Also" column, or choose other free books by Montana.Natural Resource Damage Program to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
The calculated pairs plot below the meandering-braided transition line and are located adjacent to both meandering and wandering channel types.
River H-17 VV / Design /. V\r Appendix H — Restoration Strategies Restoration Plan for the Clark Fork River and Blackfoot River near Milltown Dam — October 2005 05 i CO ■flj c c (0 O O U. lUU — ♦ X O L "1 Braided Wandering Meandering \ S = S' ^ Transitional a' > Meandering 0.010 - Braiding > 0.001 - I tiij "1 1 1 ' t' VVTI'I T 1 1 1 riiTj 0.O01 0.010 0....100 Predicted Transitbn Slope, S* • : CFR3-A A: CFR3-B ■: CFR3-C Figure H-2. Comparison of the observed channel slope (S) and predicted transition slope (S*) calculated for CFR3-A, 3-B, and 3-C. The respective symbols are placed at the upper and lower limits of the slope pair values for each of the three reaches. All slope pairs plotted below the meandering-braided transition line, predicting meandering channels. The slope pairs also plotted near wandering channel data points plotted by Millar (2000), potentially predicting a wandering channel planform.
What to read after Restoration Plan for the Clark Fork River And the Blackfoot River Near Milltown Dam [electronic Resource] 2005 Appendix H?
You can find similar books in the "Read Also" column, or choose other free books by Montana.Natural Resource Damage Program to read onlineMoreLess
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