1981
DOI: 10.1016/s0302-3524(81)80056-4
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Velocity variations in salt marsh creeks, Norfolk, England

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Cited by 67 publications
(56 citation statements)
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“…Similarly, the ebb surge takes place after the drainage of the marsh for a water elevation just below the marsh surface, and it is therefore confined in the channels (Figure 3). The stage-discharge and stage-velocity curves therefore present an asymmetry as observed in the field by many researchers (Pethick 1980;Healey et al 1981).…”
Section: Fluxes Of Watermentioning
confidence: 73%
See 1 more Smart Citation
“…Similarly, the ebb surge takes place after the drainage of the marsh for a water elevation just below the marsh surface, and it is therefore confined in the channels (Figure 3). The stage-discharge and stage-velocity curves therefore present an asymmetry as observed in the field by many researchers (Pethick 1980;Healey et al 1981).…”
Section: Fluxes Of Watermentioning
confidence: 73%
“…This model implies that when there is a sharp increase in flooded area A, the discharge surges because more water is needed to flood a larger surface (or more water must be removed to drain it; see Figure 1B result, two distinct surges are occurring in the channels, one when the marsh platform is first flooded and one when the marsh platform is drained. These surges have been measured in salt marsh channels by several authors (Myrick and Leopold 1963;Bayliss-Smith et al 1978;Healey et al 1981;French and Stoddart 1992). However, the static model implies that the water is instantaneously delivered to the entire marsh, when in reality it takes a finite time to reach each marsh location, depending on the travel path both within the channels and on the marsh platform.…”
Section: Fluxes Of Watermentioning
confidence: 99%
“…As observed by BaylissSmith et al (1979), Leopold et al (1993), Myrick and Leopold (1963), Healey et al (1981) and Green et al (1986), the two velocity peaks are not identical and occur at different water stages, producing the characteristic velocity asymmetry. This velocity asymmetry is a direct consequence of over-marsh flow, with a flood peak occurring for water elevation higher than the marsh surface and ebb peak for water depths below bankfull (BaylissSmith et al, 1979;Healey et al, 1981;Green et al, 1986). The velocity asymmetry is ascribed to a sudden increase in tidal prism as the marsh surface is flooded, and to flow convergence to the creek during ebb (BaylissSmith et al, 1979).…”
Section: Introductionmentioning
confidence: 82%
“…Moreover, differential resistance coefficients for the channel and over-marsh portions of the flow attenuate the transient above-bankfull stage (French and Stoddart, 1992) favouring a shorter slack near high water and ebb dominance (Friedrichs and Perry, 2001). Often the ebb velocity exceeds the flood velocity (BaylissSmith et al, 1979;Leopold et al, 1993;Myrick and Leopold, 1963;Healey et al, 1981;Green et al, 1986), but this is not a strict rule, since several tidal channels are flood-dominated particularly when the corresponding marsh areas are limited (Ayles and Lapointe, 1996). In other cases peak flooding currents are, on average, stronger than ebb currents, but with peak ebb velocities maintained for a longer period of time (Leonard et al, 1995).…”
Section: Introductionmentioning
confidence: 99%
“…Later on, observations in fair weather indicated that well-defined velocity surges also occur during almost every tidal cycle in lower tidal channels Nowacki and Ogston, 2013). Continuity arguments were used to explain this phenomenon (Boon, 1975;Bayliss-Smith et al, 1979;Pethick, 1980;Healey et al, 1981;Wang et al, 1999). Nowacki and Ogston (2013) deepened the theory and suggested that maintenance of continuity produces the velocity pulse, and the pulse magnitude is determined by tidal range.…”
Section: Introductionmentioning
confidence: 99%