Abstract

The paper evaluates the impact of river training works designed to address problems associated with flooding on the braided-wandering Belá River in Slovakian Carpathians. This impact was investigated after the flood event in July 2018 on 11 river reaches where the river engineering and management intervention was applied. We analyzed its impact by spatio-temporal variations in river morphology (12 channel parameters) and changes in cross-section and hydraulic parameters (flow velocity, shear stress, stream power, W/D ratio) between pre- and post-flood management periods. The research hypotheses related to decreasing geodiversity in managed river reaches, a rapid increase in flow velocity during an extreme flood in river reaches where there is no sufficient floodplain inundation due to artificially high banks built by river training works, and increasing erosive force in the channel zone thanks to river management intervention were confirmed. The intervention in the braidplain area of the Belá River resulted in an undesirable simplification of the river pattern, loss of geomorphic diversity, loss of channel–floodplain connectivity, and disturbance and restraint of hydromorphological continuity. Identification of main conflicts of the Belá River management is important for clarifying the different approaches of stakeholders in the study area and aims to provide an objective illustration of their consequences. The presented analyses could help in future management issues as well as in the more critical decision-making process in vulnerable and rare braided river systems on the present when we are losing so many natural rivers by human decisions.

Highlights

  • The multi-thread pattern of a high-energy ­river[1] reflects a natural bedload pulse ­system[2] where the continual transportation and aggradation of sediment ­material[3] maintain a high level of geomorphic diversity

  • The fact that using the high-resolution multispectral images and topographic data at the national scale across Europe already reached a good level of detail, sufficient to support hydromorphological assessment for W­ FD19 corresponds to the methodological basis of our investigation on the Belá River

  • On 11 river reaches (RR) where the management intervention was applied, we focused on the following quantitative indicators: (1) changes in the planned and realized length of intervention; (2) spatial and temporal variation in channel morphology; (3) changes in cross-section measurements; (4) changes in hydraulic parameters

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Summary

Introduction

The multi-thread pattern of a high-energy ­river[1] reflects a natural bedload pulse ­system[2] where the continual transportation and aggradation of sediment ­material[3] maintain a high level of geomorphic diversity. Technical realization of the river training performed by the SWME within the braidplain of the Belá River according to the official technical documentation consisted of the following steps: (1) release of obstructed cross-sections; (2) relocation of sediment material (alluvial gravel bars) with a total volume of 46,600 ­m3; (3) removal of large woody debris (LWD) including its root system; (4) repair of damaged flood protection dikes and stony grade-control structures by refilling a total volume of 2050 ­m3 with quarry stones over 500 kg; (5) relocation of a total volume of 24,000 ­m3 of sediment material within the riverbed; (6) changing the streamline of the main channel

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