Using Plants to Improve Flood Management - Floodplain Management

More documents

Recommendations

Info

Mannings n – average of all textures, but used as a model fitting parameter. Inaccuracy in other model parameters: Shape, channel form, grade, slope, sinuosity, velocity, water density, … get assigned <strong>to</strong> roughness
O’Connor Lakes, Star Bend Lots of variation: ∆ velocity = ∆ roughness Pre‐project velocities
Page 1 and 2: Roughness of Floodplain Plants Usin
Page 3 and 4: Plants have roughness
Page 5 and 6: We measure roughness using Mannings
Page 7: Type of Channel and Description Min
Page 11: Mulefat Wild Rose Sandbar willow Ca
Page 14 and 15: Velocity measurement locations in a
Page 16 and 17: STREAMBED BARE SOIL SAMPLE PREPARAT
Page 18 and 19: Sandbar Willow 3 rd replicate
Page 20 and 21: Velocity Profile Sandbar Willow 5 4
Page 22 and 23: Roughness Coefficient vs Reynolds N
Page 24 and 25: Comparative Roughness: Mulefat & Sa
Page 26 and 27: Roughness coefficients vs Reynolds
Page 28 and 29: Mannings Coefficient vs Reynolds Nu
Page 31 and 32: Swim Response to Sandbar Willow ○

Using Plants to Improve Flood Management - Floodplain Management

Create successful ePaper yourself

Delete template?

Save as template?