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Riffle-pool sequences are the dominant bedforms in gravel and mixed bedded channels of intermediate slope. Their fundamental importance in determining the mesoscale habitat environment is demonstrated in their widespread recreation in channel restoration and rehabilitation schemes. This paper explores the hydraulic functioning of riffle-pool bedforms, particularly the variations in the hydraulic performance of different bed oscillation morphologies. It addresses the need for a quantitative means of classifying flow behaviour that can be applied in functional ecohydraulic river rehabilitation designs.Information from reaches on two physically contrasting UK rivers with well marked riffle-pool topography are used to illustrate the approach. The reaches are mapped to obtain a detailed channel morphology. Surveys describing the streamwise depthaveraged velocities at three flow stages are interpolated to a common regular grid, grouped using cluster analysis, and then the validity of each cluster as a distinct hydraulic patch class is assessed statistically using analysis of variance. The spatial pattern of the hydraulic patch classes is then overlain on the bed topography to link the patches to the bed morphology. The procedure groups locations along the channel which display similar suites of velocity values at different flow stages and thus differentiates between areas in the channel within which the hydraulic habitat is spatially relatively invariant from those where abrupt changes occur. It also allows the quantitative description of different hydraulic patch classes. Overlay of the hydraulic patch class boundaries on channel reach topography provides a simple but innovative method of exploring and defining the spatial hydraulic habitat implications of riffle-pools of different topographic forms.

Indirect, passive approaches for monitoring coarse bedload transport could allow cheaper, safer, higher‐resolution, longer‐term data that revolutionises bedload understanding and informs river management. Here, insights provided by seismic impact plates in a downstream reach of a flashy gravel‐bed river (River Avon, Devon, UK) are explored in the context of plate performance. Monitoring of a centrally‐situated plate (IP1) during an extremely wet 12‐month period demonstrated that impacts were related to discharge as a measure of transport potential (R2 = 0.38) but that factors other than transport limitations are important. Analysis of discrete flow events revealed consistent rising‐limb and falling‐limb impact spikes biased toward the latter for larger events. Such patterns may result from disruption of the upstream armour layer (rising limb) and supply enhancements related to both upstream mass bank failures and/or flood routing of non‐local sediment sources (falling limb). Installation of additional impact plates indicated that plate IP1 was indeed dominantly related to instantaneous discharge, that a three‐plate lateral array somewhat better explained impact variability (R2 = 0.49), and that the bedload track shifts laterally with discharge. Aggregating event‐total IP1 impacts against volumetric discharge further increases explanation as intra‐event and stochastic bedload factors are subsumed but left 26% unexplained variance related to the unsampled bedload mass, inter‐event supply differences, and attributes of plate performance. Annualising the data created an impact‐based 'effective discharge’ for this extremely wet year that was closer to morphological bar‐full in magnitude than bankfull, but the preceding results imply this outcome is related as much to supply limitations as transport limitations. Overall, passive approaches offer a liberating prospect for bedload monitoring, capable of producing insights only achievable through high resolution, extended time periods. Such results could potentially inform threshold conditions and geomorphological effectiveness of flows for future river management strategies. Copyright © 2015 John Wiley & Sons, Ltd.

Field evidence from the Maltese Islands is presented of extreme wave activity in the central Mediterranean Sea. An extensive range of extreme wave signatures, both erosional and depositional, is here presented for the first time and indicates a wave attack from the NE. Existing models of runup and boulder detachment imply that the extreme wave signatures lie beyond the capabilities of storm waves. These considerations, taken together with the range of evidence available, point toward tsunami as the agency responsible, which is consistent with the evidence from Mediterranean marginal coasts opposed to the Maltese Islands. Evidence from existing boulder detachment, tsunami runup and wave velocity models suggests that tsunami with shoreline wave height of up to ~4 m, and with local velocities of >10 ms-1 would have been required in order to form the signatures observed.

This paper examines the feasibility of a basin-scale scheme for characterising and quantifying river reaches in terms of their geomorphological stability status and potential for morphological adjustment based on auditing stream energy. A River Energy Audit Scheme (REAS) is explored, which involves integrating stream power with flow duration to investigate the downstream distribution of Annual Geomorphic Energy (AGE). This measure represents the average annual energy available with which to perform geomorphological work in reshaping the channel boundary. Changes in AGE between successive reaches might indicate whether adjustments are likely to be led by erosion or deposition at the channel perimeter. A case study of the River Kent in Cumbria, UK, demonstrates that basin-wide application is achievable without excessive field work and data processing. However, in addressing the basin scale, the research found that this is inevitably at the cost of a number of assumptions and limitations, which are discussed herein. Technological advances in remotely sensed data capture, developments in image processing and emerging GIS tools provide the near-term prospect of fully quantifying river channel stability at the basin scale, although as yet not fully realized. Potential applications of this type of approach include system-wide assessment of river channel stability and sensitivity to land-use or climate change, and informing strategic planning for river channel and flood risk management.