Abstract
Traditional river management has usually been specific purpose-oriented to achieve water security, economic benefits, or habitat restoration and paid attention to only a short period, such as a few decades. Integrated river management aims for long-term stability and sustainable development, and coordination of various aspects of the river system, including morphology and landscape, river uses, and ecology. Four principles for river management are proposed: (1) extending the duration of water flowing in rivers, which may be achieved by extending the river course or reducing the flow velocity; (2) controlling various patterns of erosion and reducing the sediment transportation in rivers; (3) increasing the diversity of habitat and enhancing the connectivity between the river and riparian waters; and (4) restoring natural landscapes.
The limit velocity law and equivalency principle are presented. In alluvial rivers, the average velocity increases with an increase in discharge when the discharge is small. As the discharge exceeds the bank-full discharge, any further increase in discharge does not result in an increase in velocity. The average velocity approaches a limit, which is the so-called limit velocity. The limit velocity law has ecological importance because all fish and other aquatic species cannot survive at velocities higher than the limit velocity. Bed structures, such as step-pools system, dissipate flow energy as water flows through the structure. Bed load motion also consumes flow energy and plays a role to protect the bed from erosion. For mountain streams with the same stream power, strong bed structures are associated with low bed load transportation; and weak or no bed structures are associated with intensive bed load motion. Experiments have shown that for incised streams, the final bed profiles are the same if there is bed load motion or there are bed structures. Bed structures and bed load motion are mutually replaceable for flow energy consumption and streambed incision control. This is the principle of equivalency of bed load motion and bed structures, which may be applied for river training and management.
Two methods for computing the sediment budget are proposed. One method is based on the size distributions of sediment and sediment load in rivers, tributaries, and gullies in the sediment source area. The core of the second method is the sediment budget matrix. Case studies of integrated river management are presented with the Diaoga River, Wenjiagou Gully and Xiaojiang watershed as examples, in which step-pool system were used for controlling river bed incision and debris flows and for creation of habitat and increasing biodiversity.
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Wang, ZY., Lee, J.H.W., Melching, C.S. (2015). Integrated River Management. In: River Dynamics and Integrated River Management. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-25652-3_12
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