1950
DOI: 10.1007/978-3-7091-4474-9
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Handbuch des Wasserbaues

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Cited by 35 publications
(12 citation statements)
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“…Accordingly, it is not necessary to directly measure or estimate either flow velocity or channel depth, one or both of which are required for calculations based on shear stress but very difficult to establish for the highly irregular geometry and high relative roughness typical of steep channels. The Schoklitsch (1962) equation is written in reduced form as…”
Section: Montane Channelsmentioning
confidence: 99%
“…Accordingly, it is not necessary to directly measure or estimate either flow velocity or channel depth, one or both of which are required for calculations based on shear stress but very difficult to establish for the highly irregular geometry and high relative roughness typical of steep channels. The Schoklitsch (1962) equation is written in reduced form as…”
Section: Montane Channelsmentioning
confidence: 99%
“…Under these conditions, the discharge per unit width can be used as a critical parameter. Therefore, we considered that the BREACH code can be enhanced by implementing the Schoklitsch [26] equation, which does indeed consider the discharge per unit width as a critical parameter:…”
Section: Bed-load Equationsmentioning
confidence: 99%
“…No hydraulic parameter was measured during the event along the St. Donato Creek (because it is a small river and there is no gauging station). Since the aim of this study is to evaluate the sensitivity of the model (Schoklitsch equation [26] and the percentage of boulders in the landslide body), we decided to perform the simulation using a discharge value obtained from the statistic analysis of the pluviometric data of the meteorological station of Gubbio. The data were taken since 1929 up to 1991 and, using the Bkinematic method^ [12] we were able to obtain discharge values with different return periods.…”
Section: Incoming Dischargementioning
confidence: 99%
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“…Because of these occurrences, flow depth and bed size material are almost of the same order of magnitude (macro-roughness condition). Many authors investigated the incipient motion for negligible or relatively small bed slopes (White, 1940;Iwagaki, 1956;Coleman, 1967;Yang, 1973), but few papers analyzed the sediment threshold in case of high slopes (Smart and Jaeggi, 1983;Schoklitsch, 1983;Bathurst et al, 1987).…”
Section: Introductionmentioning
confidence: 98%