2017
DOI: 10.1016/j.margeo.2016.12.009
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Cyclic steps and related supercritical bedforms: Building blocks of deep-water depositional systems, western North America

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Cited by 103 publications
(98 citation statements)
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“…This is likely caused by the loss of confinement in the CLTZ environment that allows the flow to distribute sediment across a wider surface, reducing bed thickness and thinning rates. The narrow distribution of high net‐to‐gross found within the CLTZs supports the erosion documented in these deposits (Carvajal et al, ; Covault et al, ; Wynn et al, ) and suggests that mud is being bypassed and/or eroded (Figure ).…”
Section: Results and Analysis Of Event‐bed Geometriessupporting
confidence: 60%
“…This is likely caused by the loss of confinement in the CLTZ environment that allows the flow to distribute sediment across a wider surface, reducing bed thickness and thinning rates. The narrow distribution of high net‐to‐gross found within the CLTZs supports the erosion documented in these deposits (Carvajal et al, ; Covault et al, ; Wynn et al, ) and suggests that mud is being bypassed and/or eroded (Figure ).…”
Section: Results and Analysis Of Event‐bed Geometriessupporting
confidence: 60%
“…Coarse-grained sediment waves and bars have also been described from studies of the modern seafloor (Piper et al, 1985;Wynn et al, 2002;Paull et al, 2011;Gamberi et al, 2013;Kostic, 2014;Covault et al, 2017;Hage et al, 2018). These are typically larger than the bedforms described here, with wavelengths on the order of tens to hundreds of metres and heights from 1 to 10 m. These features are generally interpreted as antidunes or cyclic-steps formed under Froudesupercritical flow Postma and Cartigny, 2014).…”
Section: Comparison To Other Overbank Sand Bars and Bedformsmentioning
confidence: 57%
“…Transportational cyclic steps in open‐channel flows, which are neither net‐erosive nor net‐depositional (Parker & Izumi, ), have been modelled experimentally in flume tanks (Taki & Parker, ; Cartigny et al ., ) and modelled numerically using depth‐averaged models (Fagherazzi & Sun, ). Cyclic steps in subaqueous settings have been modelled in flume experiments (Spinewine et al ., ) and with depth‐averaging numerical models (Fildani et al ., ; Kostic & Parker, ; Kostic et al ., ; Cartigny et al ., ; Kostic, , ; Covault et al ., , ). These studies have provided valuable insight into the development and mechanics of cyclic steps, by exploring how average flow velocity, sediment concentration and flow thickness vary over the length of the bedform wavelength (Fig.…”
Section: Introductionmentioning
confidence: 99%