No abstract

Measurements and mechanical models of heterogeneous bedload transport in rivers remain basic challenges for studies of landscape evolution and watershed management. A 700 m reach of the Trinity River (northern California, USA), a large gravel-bed river, was instrumented with an array of 76 seismographs during a dam-controlled flood and gravel augmentation to investigate the potential for out-ofstream monitoring. The temporal response to gravel augmentation during constant discharge provides strong evidence of seismic sensitivity to bedload transport and aids in identification of the seismic frequencies most sensitive to bedload in the study area. Following gravel augmentations, the seismic array reveals a period of enhanced transport that spans most or all of the reach for ~7-10 h. Neither the duration nor the downstream extent of enhanced transport would have been constrained without the seismic array. Sensitivity to along-stream transport variations is further demonstrated by seismic amplitudes that decrease between the upper and lower halves of the reach consistent with decreased bedload flux constrained by time-lapse bathymetry. Insight into the magnitude of impact energy that reaches the bed is also gained from the seismic array. Observed peak seismic power is ~1%-5% of that predicted by a model of saltation over exposed bedrock. Our results suggest that dissipation of impact energy due to cover effects needs to be considered to seismically constrain bedload transport rates, and that noninvasive constraints from seismology can be used to test and refine mechanical models of bedload transport.

[1] Gravel budgets developed from changes in river morphology have emerged as an important tool for exploring stream dynamics and sediment transport. In many cases, old aerial photographs are the only data available by which to evaluate past morphologic changes. Existing methods for building morphology-based gravel budgets from air photos are subject to several sources of uncertainty, including difficulty in identifying deposition within the active channel. In-channel deposition sites consist of submerged bars or general increases in bed elevation, both of which are virtually impossible to detect on air photos. However, bed deposition can be inferred when measured gravel storage losses are greater than the quantity of gravel exiting the study area at its downstream boundary. An integrated method combining measurements of gravel storage changes with a gravel routing procedure based on estimated gravel transport path lengths was developed to identify sites of bed aggradation. Inclusion of storage change results in the routing procedure reduces the uncertainty associated with the selection of appropriate transport path lengths. The method was applied to development of gravel budgets for a 50-year period in the lower Duchesne River, Utah. Areas in which the predicted bed aggradation was greatest displayed higher rates of channel activity and greater channel instability during subsequent time periods.INDEX TERMS: 1824 Hydrology: Geomorphology (1625); 1815 Hydrology: Erosion and sedimentation; 1860 Hydrology: Runoff and streamflow; KEYWORDS: channel morphology, aerial photographs, sediment budgets Citation: Gaeuman, D. A., J. C. Schmidt, and P. R. Wilcock, Evaluation of in-channel gravel storage with morphology-based gravel budgets developed from planimetric data,

[1] Major changes in the morphology of the Trinity River in California, such as narrowing of the cross section and sedimentation of fine sediment in pools, occurred after the closure of a system of dams. These changes caused a dramatic reduction in the salmonid population and a resulting decline of the fishery. Gravel augmentation, regulated flood releases, and mechanical channel rehabilitation are currently being implemented to help restore the aquatic habitat of the river. The present paper describes a tool, named the Spawning Gravel Refresher, for designing and predicting the effects of gravel augmentation in gravel bed rivers. The tool assumes an imposed, cycled hydrograph. The model is calibrated and applied to the regulated reach of the Trinity River in four steps: (1) zeroing runs to reproduce conditions of mobile bed equilibrium as best can be estimated for the predam Trinity River, (2) runs to compare the predictions with the results of previous studies, (3) runs at an engineering time scale to reproduce the effects of the dams, and (4) runs to design gravel augmentation schemes. In the fourth group of runs, the combined effects of engineered flood flow releases and gravel augmentation are predicted. At an engineering time scale, the model indicates that the fraction of fine sediment in the surface layer and in the topmost part of the substrate should decrease when subjected to these two restoration measures, with a consequent improvement of the quality of the spawning gravel.Citation: Viparelli, E., D. Gaeuman, P. Wilcock, and G. Parker (2011), A model to predict the evolution of a gravel bed river under an imposed cyclic hydrograph and its application to the Trinity River, Water Resour.