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- W2061380241 abstract "Empirical downstream hydraulic geometry equations for consolidated clay-dominated cohesive bed (nonalluvial) natural streams are presented using data from six rivers in eastern Ontario, Canada and four rivers from other regions. The width exponent (0.57) was comparable to the exponents reported for previous studies; however, the depth exponent (0.52) was greater for clay-dominated cohesive bed than for typical alluvial gravel-bed and sand-bed rivers. The width to depth ratio of smaller channels (Qbf<20 m3/s) was greater for consolidated clay bed than for either sand-bed or gravel-bed channels. This study suggests that the concept of hydraulic geometry and bankfull (channel forming) discharge can be extended to nonalluvial consolidated clay-bed channels." @default.
- W2061380241 created "2016-06-24" @default.
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- W2061380241 date "2010-08-01" @default.
- W2061380241 modified "2023-10-17" @default.
- W2061380241 title "Downstream Hydraulic Geometry of Clay-Dominated Cohesive Bed Rivers" @default.
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- W2061380241 doi "https://doi.org/10.1061/(asce)hy.1943-7900.0000199" @default.
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