1964
DOI: 10.3133/pp422e
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Channel geometry of Piedmont streams as related to frequency of floods

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Cited by 57 publications
(50 citation statements)
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“…The importance of channel gradient in most aspects of fluvial hydrogeomorphic processes has been indicated by Hack (1957), Lane (1957), Leopold, Wolman, and Miller (1964), Hack (1973), and Osterkamp (1978). Kilpatrick and Barnes (1964) suggested that channel gradient had a great influence on the character, elevation, and extent of 'benches' along southern Piedmont streams. They found that deposition as an agent in the formation of floodplains was strongly related to channel gradient.…”
Section: Resultsmentioning
confidence: 99%
“…The importance of channel gradient in most aspects of fluvial hydrogeomorphic processes has been indicated by Hack (1957), Lane (1957), Leopold, Wolman, and Miller (1964), Hack (1973), and Osterkamp (1978). Kilpatrick and Barnes (1964) suggested that channel gradient had a great influence on the character, elevation, and extent of 'benches' along southern Piedmont streams. They found that deposition as an agent in the formation of floodplains was strongly related to channel gradient.…”
Section: Resultsmentioning
confidence: 99%
“…Although this may be true for most streams, the concept of a universally applicable recurrence interval for bankfull dis charge has been questioned by several investigators (Knighton, 1998;Richards, 1982;Williams, 1978). Some studies (Emmett and Wolman, 2001;Grant and others, 1990;Kilpatrick and Barnes, 1964;Lisle, 1987) have found that the recurrence interval of bankfull discharge tends to increase with an increase in channel slope; that is, high-gradient streams having coarse bed material tend to overtop their banks less frequently than low-gradient streams do.…”
Section: Frequency Of Bankfull Stagementioning
confidence: 99%
“…The peak annual sample is constructed by extracting the maximum peak discharge of each year from a series of flows. This recurrence interval has been questioned in many studies (Kilpatrick and Barnes, 1964;Harvey, 1969;Hey andDavies, 1975, Woodyer, 1968;Williams, 1978;Petit and Pauquet, 1997), as the AMF approach mathematically always gives recurrence intervals of more than one year. For lower recurrence intervals, the bankfull discharge frequency can only be analysed with the partial duration series (PDS).…”
Section: Determination Of Bankfull Discharge Frequency and Durationmentioning
confidence: 99%
“…The bankfull discharge corresponds to the river level just before it starts to flow out of its main channel and over its floodplain (Wolman and Leopold, 1957;Kilpatrick and Barnes, 1964;Riley, 1972;Pickup and Reiger, 1979;Williams, 1978;Harrelson et al, 1994;McCandless and Everett, 2002).…”
Section: Introductionmentioning
confidence: 99%