2014
DOI: 10.2110/jsr.2014.60
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Paleoslope Reconstruction In Sandy Suspended-Load-Dominant Rivers

Abstract: Constraining the depositional gradient of ancient alluvial river systems can aid in reconstructing landscapes and estimating paleodischarge by establishing boundaries on the climatic and tectonic history of continental sequences. We present three methods for estimating ancient depositional gradients based on the interpreted mode of sediment transport for the range of particle sizes found on the beds of modern rivers or preserved in channel fills. For sandy rivers with suspension as the dominant mode of sedimen… Show more

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Cited by 32 publications
(25 citation statements)
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References 49 publications
(62 reference statements)
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“…These values allow a transport stage calculation using τ*=ρwitalicghS()ρsρwitalicgD and τ * c from Shields‐type curves (e.g., Brownlie, ; Garcia, ; Yalin, ).Alternatively, the suspension threshold can used by calculating u*=ghS and w s using Dietrich () or the simplified method of Ferguson and Church (). The indirect approach of reconstructing a flow depth from dune dimensions in the rock record is similar but involves the following steps: (1) measure cross set thickness and estimate dune height using methods that statistically link cross‐set thickness to dune height (e.g., Leclair & Bridge, ; Paola & Borgman, ); (2) measure channel slope in outcrop or reconstruct slope using methods such as that described by Lynds et al (); and (3) measure grain size. Because h exists on both the right‐ and left‐hand side in equation , it must be solved iteratively.…”
Section: Discussionmentioning
confidence: 99%
“…These values allow a transport stage calculation using τ*=ρwitalicghS()ρsρwitalicgD and τ * c from Shields‐type curves (e.g., Brownlie, ; Garcia, ; Yalin, ).Alternatively, the suspension threshold can used by calculating u*=ghS and w s using Dietrich () or the simplified method of Ferguson and Church (). The indirect approach of reconstructing a flow depth from dune dimensions in the rock record is similar but involves the following steps: (1) measure cross set thickness and estimate dune height using methods that statistically link cross‐set thickness to dune height (e.g., Leclair & Bridge, ; Paola & Borgman, ); (2) measure channel slope in outcrop or reconstruct slope using methods such as that described by Lynds et al (); and (3) measure grain size. Because h exists on both the right‐ and left‐hand side in equation , it must be solved iteratively.…”
Section: Discussionmentioning
confidence: 99%
“…Bank‐strengthening grain sizes can be estimated by inspection of fine intervals and fed into a bank‐cohesion model (equations –). Paleo‐channel width can then be estimated by iteratively solving equation , using the inferred W / h combined with estimates of paleo‐bed slope (e.g., from bed stress estimates, bed grain size, and flow depth; Lynds et al, ; Trampush et al, ; Mahon & McElroy, ; Figure ). For example, consider a putative ancient channel‐bed deposit from an Amargosa‐like river (Ielpi, ), with grain sizes of ~100 μm and that contains ~1‐m‐tall bar forms and current ripples with wavelengths of ~11 cm.…”
Section: Discussionmentioning
confidence: 99%
“…Our experimental results of avulsion length scaling with the backwater length (Figure c) also bolster the use of backwater length as a paleohydraulic reconstruction tool [ DiBiase et al , ] where the avulsion length, channel bed slope, and characteristic flow depth are interrelated, i.e., L A ~ L b = h c /S . Given estimates of characteristic flow depth and paleo‐slopes from outcrop observations [e.g., Paola and Mohrig , ; Petter , ; Lynds et al , ; Trampush et al , ], one can make a first‐order prediction of the location of paleo‐avulsions using the estimated backwater length. Further, given observations of inferred avulsion sites within the rock record [e.g., Mohrig et al , ; Chamberlin and Hajek , ], the backwater length scale can be used to infer the location of paleo‐shorelines.…”
Section: Discussionmentioning
confidence: 99%