2009
DOI: 10.1016/j.geomorph.2009.04.011
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Factors influencing the recession rate of Niagara Falls since the 19th century

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Cited by 24 publications
(17 citation statements)
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“…Furthermore, the knickpoint reinforcements were only a temporary feature as they were ripped out by flooding in March 1936. While waterfall lip shape, length and height are thought to be influential in affecting waterfall retreat rates 38 , other studies have highlighted bedrock structure and fracture geometry as playing a fundamental role in block stability 36,39 , knickpoint morphology and retreat rate 6,11,20,40 . In this example, the slowdown in retreat rate appears to mirror the timing of when the knickpoint interacts spatially with the area dominated by anti-flow oriented fracture sets, implying that that structural differences along the gorge, with local predominance of fracture sets dipping against the flow, became significant in suppressing the retreat progression 30 (Fig.…”
Section: Discussionmentioning
confidence: 99%
“…Furthermore, the knickpoint reinforcements were only a temporary feature as they were ripped out by flooding in March 1936. While waterfall lip shape, length and height are thought to be influential in affecting waterfall retreat rates 38 , other studies have highlighted bedrock structure and fracture geometry as playing a fundamental role in block stability 36,39 , knickpoint morphology and retreat rate 6,11,20,40 . In this example, the slowdown in retreat rate appears to mirror the timing of when the knickpoint interacts spatially with the area dominated by anti-flow oriented fracture sets, implying that that structural differences along the gorge, with local predominance of fracture sets dipping against the flow, became significant in suppressing the retreat progression 30 (Fig.…”
Section: Discussionmentioning
confidence: 99%
“…To test this hypothesis, as well as the potential of gravitational collapses of rock blocks on the cliff, we conducted a stability analysis on the cliff face by using a cantilever beam model that incorporates notch development beneath a cliff and associated stress distribution by rotational moment inside the cliff (Figure 4) [35][36][37][38][39]. The application of a cantilever beam model for waterfall cliff face has also been verified in the case of Niagara Falls [22]. In this model, the maximum bending stress σ max inside a cliff is given as where M is the bending moment and Z is the modulus of the section.…”
Section: Stability Analysis Model Of Undercut Cliffmentioning
confidence: 99%
“…However, for knickpoints with either vertical or degraded faces, shear stress of water flow, including gradual abrasion on the waterfall lip, is also an important factor in the erosion of waterfalls [9]. A model that includes this factor, even without considering undercut erosion, effec-tively explains the erosion rate of Niagara Falls [22]. A wide variety of waterfall erosion types has been documented for various waterfalls.…”
Section: Introductionmentioning
confidence: 99%
“…El aumento de la distancia que retroceden los knickpoints con respecto al área de drenaje, estimado por el ajuste de la curva potencial, sugiere que la propagación puede darse en un rango amplio de cuencas (Figura 5 en Loget y van den Driessche, 2009). La velocidad del retroceso registrada es del orden de 10 -3 m/a (Hayakawa y Matsukura, 2003) hasta valores excepcionalmente altos de ~1 m/a para las cataratas del Niágara (Gilbert, 1907;Hayakawa y Matsukura, 2009). Los resultados obtenidos hasta el momento permiten confirmar que existe una deTabla 1.…”
Section: Modelos Empíricosunclassified
“…Otros mecanismos de formación resultan de procesos heredados en el relieve, como es el caso de la erosión glacial (e. g., von Engeln, 1940;Hayakawa y Matsukura, 2009).…”
Section: Introductionunclassified