Univariate and multivariate analyses indicate that MTM streams are characterized by deeper maximum channel depths, smaller width-to-depth ratios, increased bedrock exposure along the streambed, and increased frequency of very fine silt and sand deposition relative to channels draining unmined catchments.
Figure 5a d shows the IMF clock angle dependence of the maximum density, flow channel width and maximum flow speed associated with the polar cap patches.
Other variables include the equation used to relate channel width to channel depth, avulsion periodicity (Av), and maximum channel depth (Hmax).
Subsequently, fifty-four geological models are generated using FLUMY, by varying the maximum depth of the fluvial channel, the equation used to estimate channel widths, and the avulsion rate.
A three-way analysis of the variance of the fields' production values suggests that the most important factor is the maximum depth of the fluvial channels followed by the equation used to estimate channel widths and avulsion frequencies (Table 7).
Devices were fabricated using main channel widths of 0.3 up to 2 mm, input channel widths of 0.5 to 1.0 mm, and between 1 and 5 inputs.
The proportion of woody debris transported into a reach in comparison to lateral recruitment approaches an asymptotic maximum of 50% when tree height approaches channel width.
We first investigate the occurrence of a bifurcation starting from an initially straight channel: the interaction between bed and banks evolution determines flow bifurcation when channel width oscillations reach a maximum amplitude; the process is strongly dependent on the migration speed of bars that form in the channel.
In addition, for producing maximum cost performance at lower pumping power, larger channel width and channel height and smaller fill factor are required.
The results from the parametric study suggested that in order to obtain the maximum aspect ratio (height-to-width ratio) a small channel width should be used.
