Critical Shields Values in Coarse-Bedded Steep Streams
Abstract
Critical Shields values for poorly mobile, semi-alluvial mountain streams are not provided by the original Shields diagram and are still debated. This empirical study uses gravel bedload samples collected with unbiasing samplers at 22 stream sites and establishes a relation between instantaneous discharge and the largest sampled bedload particle size for each site. Using relations between flow depth and discharge, critical Shields values for particle sizes corresponding to the bed surface D50, D16, D84, and D50s sizes at each site can be backcomputed from the established critical flow or flow competence relations. Critical Shields values for all bed material particle size percentiles increase with stream gradient Sx and are stratifiable by relative flow depth d/D50 and relative roughness (D84/d) which improves prediction. Critical Shields values for the bed D16 sizes (τ*c16) are approximately three times larger than those for the D50 size (τ*c50), while those for the D84 size (τ*c84) are approximately half of τ*c50. It remains unclear to what extent physical processes or numerical artifacts contribute to determining critical Shields values. Specific critical Shields values are needed to predict the average largest particle size mobile at bankfull flow (DBmax,bf). So far, no Shields values are available for this common task, especially not in poorly mobile semi-alluvial streams. Critical bankfull Shields values (τ*cbf) backcomputed from the largest particles transported at bankfull flow approach τ*c16 at steep gradient streams and τ*c84 at low gradients and therefore increase very steeply with Sx. The relation τ*cbf = f(Sx) is stratified by bed mobility D50/DBmax,bf and predictable if bed mobility can be categorized in the field. Non-critical Shields values (τ*bf50) computed from bankfull flow depth and the bed surface D50 size differ from τ*c50 and from critical bankfull Shields values τ*cbf. Only in bankfull mobile streams where D50/DBmax,bf = 1 can τ*cbf, τ*c50, and τ*bf50 be used interchangeably. In highly mobile streams, substituting τ*cbf by τ*bf50 overpredicts the DBmax,bf size by up to fivefold and underpredicts DBmax,bf by the same amount in poorly mobile streams. A value of 0.03 is appropriate for τ*cbf only on highly mobile beds with Sx ≈ 0.01, but overpredicts DBmax,bf by 30-fold on poorly mobile beds with Sx ≈ 0.1. Differences in field and computational methods also affect critical Shields values.
- Publication:
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AGU Fall Meeting Abstracts
- Pub Date:
- December 2013
- Bibcode:
- 2013AGUFMEP33C0920B
- Keywords:
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- 1825 HYDROLOGY Geomorphology: fluvial;
- 1856 HYDROLOGY River channels;
- 1862 HYDROLOGY Sediment transport;
- 1856 HYDROLOGY River channels