1998
DOI: 10.1086/516052
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Grain‐Size, Sediment‐Transport Regime, and Channel Slope in Alluvial Rivers

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Cited by 256 publications
(189 citation statements)
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“…Theory and observation have confirmed that single-channel (nonbraided) rivers with gravel beds exhibit an equilibrium geometry, in which width, depth, and slope adjust such that fluid stress slightly exceeds the threshold of sediment motion in the channel center and is at threshold on the channel banks [19][20][21][22][23][24]. This idea has not been tested on the multiple dynamic channels within a braided stream.…”
Section: Introductionmentioning
confidence: 99%
“…Theory and observation have confirmed that single-channel (nonbraided) rivers with gravel beds exhibit an equilibrium geometry, in which width, depth, and slope adjust such that fluid stress slightly exceeds the threshold of sediment motion in the channel center and is at threshold on the channel banks [19][20][21][22][23][24]. This idea has not been tested on the multiple dynamic channels within a braided stream.…”
Section: Introductionmentioning
confidence: 99%
“…Estos valores del d50 pertenecen al grupo textural de limos finos y muy finos, lo que indica la presencia de material en suspensión muy similar en las dos épocas climáticas, aun cuando la competencia del río es muy diferente. Dade & Friend (1998) realizaron una clasificación del tipo de transporte que predomina en un río a partir del cociente de la velocidad de caída del grano y la velocidad de corte ( * ). Cuando * < 0,3 predomina el transporte de sedimentos en suspensión; si 0,3 < * < 3, predomina un transporte mixto y si * ≥ 3 predomina el transporte de fondo.…”
Section: Fechaunclassified
“…Según esta clasificación, en esta zona del Río Magdalena existe un predominio significativo de transporte de sedimentos en suspensión, independientemente de la época climática. Además, al comparar estos resultados con el gráfico de la fracción total del transporte de sedimentos de fondo, en función del cociente * y profundidad relativa (cociente entre la profundidad del río y el espesor de la capa de carga del lecho) que en esta zona es del orden de 10 4 (Dade & Friend, 1998;Church, 2006), se observó que la fracción del transporte de sedimentos de fondo es <5% del transporte total de sedimentos. Este resultado es consistente con los valores de transporte de fondo estimados en las tres formulaciones analizadas.…”
Section: Fechaunclassified
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“…Not only do modern long profiles not conform to a standard concave shape, it seems unlikely that any river long profile ever reaches 'equilibrium', since the controlling factors (discharge, sediment supply, base level, erodibility of the substrate) are likely always to change before the system has managed to adjust fully (Dade and Friend, 1998). Indeed 'the time required to produce a profile without significant convexities (>1.3 Ma) is long compared to the typical timescale of environmental change' (Phillips and Lutz, 2008, p. 565).…”
Section: Comparison Of Thementioning
confidence: 99%