Abstract

The prediction and calculation of the volume of gravel and/or sand transported down streams and rivers—called bed-load transport is one of the most difficult things for river engineers and designers because, in addition to field measurements, personnel involved in such activities need to be highly experienced. Bed-load transport treated by many engineers marginally or omitted and often receives only minor consideration from engineers or may be entirely disregarded simply because they do not know how to address the issue—in many cases, this is a fundamental problem in river management tasks such as: flood protection works; river bank protection works against erosion; building bridges and culverts; building water reservoirs and dams; checking dams and any other hydraulic structures. Thus, to share our experience in our paper, bed-load transport was calculated in two river/stream mountain catchments, which are different in terms of the characteristics of the catchment area and the level of river engineering works performed along the stream channel—both are tributaries of the Dunajec River and have similar Carpathian flysh geology. The studies were performed in the Mlyne stream and in the Lososina River in Polish Carpathians. Mlynne is one of the streams in the Gorce Mountains—it is prone to flash flooding events and has caused many problems with floods in the past. It flows partially in the natural river channel and partially in a trained river channel lined with concrete revetments. The stream bed load is accumulated in the reservoir upstream of the check dam. The Lososina River is one of the Polish Carpathian mountainous streams which crosses the south of the Beskid Wyspowy Mountains. It mostly has a gravel bed and it is flashy and experiences frequent flooding spring. At the mouth of the Lososina River, there is one of the largest Polish Carpathian artificial lakes—the Czchow lake. The Lososina mostly transports gravel as the bed load to the Czchow water reservoir where the sediment is deposited. In the early seventies, the Lososina was partly canalised, especially in places where passes inhabited areas. The paper compares the situation of bed-load transport in the Lososina River before and after engineering training works showing how much sediment is transported downstream along the river channel to the Czchow artificial lake. Also compared is the Mlynne bed load transport upstream and downstream from the check dam showing how much sediment might be transported and deposited in the reservoir upstream from the check dam and when one could expect this reservoir to be clogged.

Highlights

  • Bed-load transport measurements and its calculations in streams and rivers is of upmost importance in many technical, engineering and fluvial-associated activities but it is very difficult.Water 2019, 11, 272; doi:10.3390/w11020272 www.mdpi.com/journal/waterIt demands skills and knowledge and scientists and designers with many years of personal experience in the field

  • Even after careful calculations and field measurements when working with bed-load transport for the Tatra National Park in the Carpathians, we contacted some international colleagues to ensure that our predictions of bed-load transport were correct due to it being the first time that we performed bed-load transport calculations at such a scale

  • Sediment transport is in many cases a fundamental problem in river management tasks such as flood protection works, river bank protection works against erosion, building bridges and culverts and building water reservoirs, dams, check dams and any other hydraulic structures

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Summary

Introduction

It demands skills and knowledge and scientists and designers with many years of personal experience in the field. Sediment transport is in many cases a fundamental problem in river management tasks such as flood protection works, river bank protection works against erosion, building bridges and culverts and building water reservoirs, dams, check dams and any other hydraulic structures. This is our motivation for producing a paper in the hope that it promotes a better understanding of the bed-load transport phenomena. The question is especially interesting when we try to compare small and huge water reservoirs in very similar fluvial and geological situations to those we have in our case, since we work in one large catchment of the Dunajec river in the Polish flysch

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