2013
DOI: 10.1134/s0097807813010028
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The conditions for tidal bore formation and its effect on the transport of saline water at river mouths

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Cited by 17 publications
(7 citation statements)
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“…Pattern formation is one of the fascinating characteristics of nature. 1 Specifically, liquid flow-driven patterns are observed at different length scales, varying from a few meters as in lava flow, 2 tidal bore, 3 etc., to a few tens of micrometers in the case of capillary waves. 4 Often the principles of fluid mechanics and thermodynamics are sufficient to understand the patterns created by nature; however, translation of the same principles at the lab as well as industrial scale to create patterns of practical importance remains challenging and an exciting endeavor.…”
Section: Introductionmentioning
confidence: 99%
“…Pattern formation is one of the fascinating characteristics of nature. 1 Specifically, liquid flow-driven patterns are observed at different length scales, varying from a few meters as in lava flow, 2 tidal bore, 3 etc., to a few tens of micrometers in the case of capillary waves. 4 Often the principles of fluid mechanics and thermodynamics are sufficient to understand the patterns created by nature; however, translation of the same principles at the lab as well as industrial scale to create patterns of practical importance remains challenging and an exciting endeavor.…”
Section: Introductionmentioning
confidence: 99%
“…f Canestrelli et al (2010) and Canestrelli et al (2014). g Dolgopolova (2013). h Bonneton et al (2015).…”
Section: Application Of the Present Criterion To Real Estuariesmentioning
confidence: 99%
“…It is worth pointing out that, for some of the listed estuaries, more than one value of the bore front height is reported in the literature. For the Qiantang estuary, ΔY = 1 − 3 m is given in Bartsch-Winkler and Lynch (1988) and ΔY = 4 m is reported in Water Resources Research 10.1029/2018WR022937 Dolgopolova (2013), we use the value ΔY = 3 m that is in between the two; for the Hoogly estuary, ΔY = 2 m is given in Bartsch-Winkler and Lynch (1988), whereas Dolgopolova (2013) gives the range ΔY = 1 − 3 m and Shri and Chugh (1961) give the value ΔY = 1.5, the latter is the value used in the present analysis.…”
Section: Application Of the Present Criterion To Real Estuariesmentioning
confidence: 99%
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“…A tidal bore constitutes hydrodynamic discontinuity in terms of the pressure and velocity fields. Two types of tidal bores may be observed in nature, undular bores and breaking bores, based on their free-surface shapes (Chanson, 2010;Dolgopolova, 2013;Li et al, 2017). The former is characterised by a train of secondary waves following the non-breaking surge front (Peregrine, 1966).…”
Section: Introductionmentioning
confidence: 99%