1989
DOI: 10.1016/0022-1694(89)90254-0
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Sediment concentration versus water discharge during single hydrologic events in rivers

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Cited by 650 publications
(660 citation statements)
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“…Many studies report hysteretic Q-SSC responses during flood events, explaining why a single Q-SSC relationship is subjected to large scatter (e.g. Williams, 1989;Hudson 2003;Moliere et al 2004;Alexandrov et al 2007). Hysteretic Q-SSC responses were also noted in this study (Fig.5).…”
Section: Suspended Sediment Concentrationssupporting
confidence: 71%
See 1 more Smart Citation
“…Many studies report hysteretic Q-SSC responses during flood events, explaining why a single Q-SSC relationship is subjected to large scatter (e.g. Williams, 1989;Hudson 2003;Moliere et al 2004;Alexandrov et al 2007). Hysteretic Q-SSC responses were also noted in this study (Fig.5).…”
Section: Suspended Sediment Concentrationssupporting
confidence: 71%
“…Multiple SSC-samples of the flood were taken at the Ilala station (see According to Williams (1989) figure-eight loops can occur when an abundancy of sediment is available, so SSC peaks before Q but with post-peak sediment availability high enough so that SSC decreases relatively slower than Q. For the flood at LT the relatively high SSC values indeed suggest an abundancy of available sediment.…”
Section: Suspended Sediment Concentrationsmentioning
confidence: 99%
“…Duvert et al, 2010;Lloyd et al, 2016;Sun et al, 2015;Tananaev, 2015). The most common patterns are anti-clockwise and clock-wise loops ( Figure 3) (Horowitz et al, 2014;Williams, 1989). More complex hysteresis patterns have also been observed, such as a single line plus a loop and figure-eight patterns (Sun et al, 2015).…”
Section: Hysteresis Modelsmentioning
confidence: 99%
“…The positive correlation between ΔQd and fine suspended sediment concentration suggests that the conditions leading to rapid increases in discharge, namely increased wash load resulting from the erosivity of intense precipitation events, and/or the energy imparted to the channel by rapid increases in discharge are because of a greater water surface slope than on the falling limb (Garcia and Parker, 1991), a larger proportional contribution of base flow/interflow on the falling limb (Gao and Pasternack, 2007), and routing considerations such as higher fine particle sediment supply from areas proximal to the channel and/or lower in the basin (Williams, 1989).…”
Section: U N C O R R E C T E D a C C E P T E Dmentioning
confidence: 99%
“…Negative hysteresis has primarily been associated with routing characteristics, including higher sediment supply from distal portions of the basin and sediment transport lag in larger ( > 10 3 km 2 ) basins, because suspended sediment downstream particle velocities are often lower than peak discharge wave celerity (Heidel, 1956;Williams, 1989). The provenance of storm waters above the lower Salinas was not a significant factor in determining CSSf for low to moderate flows, which indicates that upper basin wash load signals attenuate before reaching the lower Salinas stations.…”
Section: U N C O R R E C T E D a C C E P T E Dmentioning
confidence: 99%