A geomorphologist's criticism of the engineering approach to channelization of gravel-bed rivers: case study of the Raba River, Polish Carpathians.
River engineers use sediment transport formulas to design regulated channels in which the river's ability to transport bedload would remain in equilibrium with the delivery of materials from upstream. In gravel-bed rivers, a number of factors distort the simple relationship between particle size and hydraulic parameters at the threshold of sediment motion, inherent in the formulas. This may lead to significant errors in predicting the bedload transport rates in such streams and hence to instability of their regulated channels. The failure to recognize a nonstationary river regime may also result in unsuccessful channelization. Rapid channel incision has followed channelization of the main rivers of the Polish Carpathians in the 20th century. A case study of the Raba River shows that incision has resulted from the increase in stream power caused by channelization and the simultaneous reduction in sediment supply due to variations in basin management and a change in flood hydrographs. Calculations of bedload transport in the river by the Meyer-Peter and Müller formula are shown to have resulted in unrealistic estimates, perhaps because the different degree of bed armoring in particular cross-sections was neglected. It would have been possible to avoid improper channelization if the decreasing trend in sediment load of the Carpathian rivers had been recognized on the basis of geomorphological and sedimentological studies. Allowing the rivers to increase their sinuosity, wherever possible without an erosional threat to property and infrastructure, and preventing further instream gravel mining are postulated in order to arrest channel incision and reestablish the conditions for water and sediment storage on the floodplains.
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Institute of Nature Conservation, Polish Academy of Sciences, Kraków.
D003247:Conservation of Natural Resources; D004738:Engineering; D004787:Environmental Pollution / Q000517:prevention & control*; D005544:Forecasting; D019015:Geologic Sediments; D008962:Models, Theoretical; D010316:Particle Size; D012989:Soil Pollutants; D014872:Water Movements; D014876:Water Pollution / Q000517:prevention & control
D012989:Soil Pollutants