Premature Mobility of Boulders in Constructed Step-pool River Structures in the Carmel River, CA: The Role of Fish-centric Design Constraints, and Flow on Structural Stability
Abstract
The 32 m tall San Clemente Dam (Carmel River, CA) was removed in 2015 to eliminate seismic risk and to improve fish passage for all life stages of steelhead (O. mykiss). Reservoir sediment was sequestered in place, rather than released, and a new 1000 m long channel/floodplain system was constructed to circumvent the stored sediment. The channel comprised a 250 m long, meandering low-gradient reach and a 750 m reach with alternating step-pool sections, plane beds, and resting pools. The floodprone surfaces were compacted, wrapped in geotechnical fabric and vegetated. This study analyzes the geomorphic evolution of the new channel system during its first two years of service based upon detailed field inspection, SfM photogrammetry, orthophoto analysis, and 2d hydraulic modeling. A significant proportion of the step-pool structures experienced premature mobility and several reaches of engineered stream banks were eroded in the first year. Individual, six-tonne boulders were mobilized despite experiencing less than the 3 yr flow. The channel and floodplain were fully repaired following the first year. Strong flows (two 10-yr floods and a 30-yr flood) during the second year catastrophically altered the constructed channel and floodplain. While the low-gradient reach remained intact, each of the original step-pool structures was either completely mobilized and destroyed, buried by gravel, or bypassed by the subsequent channel. Despite the overall structural failure of the constructed channel, the new channel does not block steelhead migration, and can be serendipitously considered an ecological success. Step-pool design was constrained by a fish-centric requirement that steps be 1 ft tall or less. Some constructed "resting pools" filled rather than transport sediment. Using fish-centric constraints in the design, rather than strictly fluvial geomorphic principles may have contributed to early failure of the step-pool structures and other parts of the system.
- Publication:
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AGU Fall Meeting Abstracts
- Pub Date:
- December 2017
- Bibcode:
- 2017AGUFMEP43A1872S
- Keywords:
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- 1813 Eco-hydrology;
- HYDROLOGY;
- 1820 Floodplain dynamics;
- HYDROLOGY;
- 1825 Geomorphology: fluvial;
- HYDROLOGY;
- 1879 Watershed;
- HYDROLOGY