1998
DOI: 10.1002/(sici)1099-1646(1998090)14:5<451::aid-rrr512>3.0.co;2-1
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Hydraulic geometry of New Zealand rivers and its use as a preliminary method of habitat assessment

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Cited by 109 publications
(103 citation statements)
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“…Bollin-Dean (Knighton, 1975) 0.12 0.12 0.40 0.10 3.33 12 Midwest, USA (Leopold and Maddock, 1953) 0.26 0.16 0.40 0.17 1.54 20 Brandywine Creek (Wolman, 1955) 0.04 0.03 0.41 0.05 10.25 7 Ephemeral streams, USA (Leopold and Miller, 1956) 0.25 0.10 0.41 0.14 1.65 10 White River (Fahnestock, 1963) 0.38 0.33 0.87 112 channels Rio Manati (Lewis, 1969) 0.17 0.11 0.33 0.10 1.94 10 New Zealand (Jowett, 1998) 0.18 73 reaches France (Lamouroux and Capra, 2002) 0.13 0.05 58 reaches France (Lamouroux and Souchon, 2002) 0.13 0.05 28 reaches Australia/England (Stewardson, 2005) 0 The ratio δ/ω is the exponent of the corresponding power law cross section (Eq. (7)).…”
Section: Hydraulic Geometry Of Taiwanese Riversmentioning
confidence: 99%
“…Bollin-Dean (Knighton, 1975) 0.12 0.12 0.40 0.10 3.33 12 Midwest, USA (Leopold and Maddock, 1953) 0.26 0.16 0.40 0.17 1.54 20 Brandywine Creek (Wolman, 1955) 0.04 0.03 0.41 0.05 10.25 7 Ephemeral streams, USA (Leopold and Miller, 1956) 0.25 0.10 0.41 0.14 1.65 10 White River (Fahnestock, 1963) 0.38 0.33 0.87 112 channels Rio Manati (Lewis, 1969) 0.17 0.11 0.33 0.10 1.94 10 New Zealand (Jowett, 1998) 0.18 73 reaches France (Lamouroux and Capra, 2002) 0.13 0.05 58 reaches France (Lamouroux and Souchon, 2002) 0.13 0.05 28 reaches Australia/England (Stewardson, 2005) 0 The ratio δ/ω is the exponent of the corresponding power law cross section (Eq. (7)).…”
Section: Hydraulic Geometry Of Taiwanese Riversmentioning
confidence: 99%
“…River width and depth play a vital role in CO 2 and nutrient exchange (Butman and Raymond, 2011;Alexander et al, 2000;Wollheim et al, 2006;Peterson et al, 2001). Aquatic habitat distribution is partially dependent on channel geometry, which both influences the spatial extent of habitats and acts as a barrier to terrestrial species migration (Jowett, 1998;Newson and Newson, 2000;Ayres and Clutton-Brock, 1992;Hayes and Sewlal, 2004). Humans depend on accurate assessments of river form for understanding flooding hazards, transportation planning, and fisheries management (Hobley et al, 2012;Apel et al, 2009;McCartney, 1986;Troitsky, 1994;Prevost et al, 2003).…”
Section: Introductionmentioning
confidence: 99%
“…Leopold and Maddock (1953) present two interpretations of HG including at-a-station hydraulic geometry (AHG) which describes how channel form adjusts to changes in the instantaneous discharge at a channel cross-section, and downstream hydraulic geometry (DHG) which describes how channel form varies in the along-stream direction with discharge of a common frequency such as the mean annual discharge. Gleason (2015) provides a review of HG studies and notes that several "Non-Leopoldian" HG relationships have also been developed including At-Many-Station HG (AMHG) introduced by Gleason and Smith (2014) which characterizes the longitudinal variability in AHG exponents and coefficients, and reach-average hydraulic geometry (RHG) first introduced by Jowett (1998) which uses reach-averaged flow attributes instead of cross-sectional data. For this study, Platte hydraulic model outputs are utilized to study the relationship between BR channel form with a changing hydrograph of the September 2013 highflow event.…”
Section: Hydraulic Geometry Analysismentioning
confidence: 99%