In humid environments surface water erosion, rather than seepage water erosion has been considered the major erosional force. The canyons in Starved Rock State Park, north-central Illinois, are not typical in form for eastern United States humid-temperate climate landscapes. In and around Starved Rock State Park the valley cross-profiles are box shaped rather than "V"-shaped with amphitheater heads, steep walls and broad valley bottoms. Other large and small-scale features of the canyons are also largely indicative of seepage erosion.Using field data it was determined that active canyon headwall erosion was occurring in the park at a rate of approximately 0.02 m/year. This is in fact the rate that would be needed to erode the canyons to their current length, showing that seepage erosion, the dominant erosional force in the park, is indeed capable of erosion rates necessary to entirely form the canyons within Starved Rock State Park. / Department of Geology

Thesis (Ph.D.) -- University of Western Sydney, 2003. / "Submitted in fulfilment of the requirements for the degree of Doctor of Philosophy, Centre for Integrated Catchment Management, University of Western Sydney, April 2003" Bibliography : leaves 338-356.

Cold-water corals, similar to tropical corals, contain a diverse and complex microbial landscape. Comprised of vital microscopic organisms (i.e. bacteria, viruses, archaea), the coral microbiome is a driving factor in the proliferation and survival of the coral host. Bacteria provide essential biological functions within coral holobionts, facilitating increased nutrient utilization and production of antimicrobial compounds. To date, few cold-water octocoral species have been analyzed to explore the diversity and abundance of their microbial associates. For this study, 23 samples of the family Anthothelidae were collected from Norfolk (n = 12) and Baltimore Canyons (n = 11) from the western Atlantic in August 2012 and May 2013. Genetic testing found that these samples comprised two Anthothela species (Anthothela grandiflora and Anthothela sp.) and a new genus. DNA was extracted and sequenced with primers targeting the V4-V5 variable region of the 16S rRNA gene using 454 pyrosequencing with GS FLX Titanium chemistry. Results demonstrated that the host genus was the primary driver of bacterial composition. The new coral genus, dominated by Alteromonadales and Pirellulales, had much higher species richness and a distinct bacterial community compared to Anthothela samples. Anthothela species had very similar bacterial communities, dominated by Oceanospirillales and Spirochaetes. Core bacterial diversity present across 90% of the Anthothela samples revealed genus-level conservation. This core included unclassified Oceanospirillales, Kiloniellales, Campylobacterales, and Spirochaeta; the functional abilities of which contribute to a nearly complete nitrogen cycle. Dominant bacterial members of the new coral genus also had functional capabilities in nitrogen cycling. Overall, many of the bacterial associates identified in this study have the potential to contribute to the acquisition and cycling of nutrients within the coral holobiont.

The present work proposes methods to calculate street-level exposures to solar radiation. The methods comprise a combination of different software algorithms, online databases and real-time standard measurements of solar radiation. Firstly, the use of the free access image database “Google Street View” to reconstruct urban geometries is illustrated. Google Street View represents an enormous source of information readily available for its general use in the field of urban atmospheric studies. With the aid of existing software packages, it was possible to reconstruct urban geometries as projected fisheye images of the canyon upper-hemispheric view, and to model total-shortwave solar irradiance within an urban canyon. The models allowed the calculation of relative street-canyon irradiance as a fraction of that received under a full-sky view, depending on the visibility of the solar disc and the reduced sky view factor. The combined use of the ideal models with real-time data allows for the calculation of street-canyon irradiance under any cloud conditions. Validation of these techniques was obtained by comparing the calculations against in situ measurements of irradiance from a local street canyon. The existing software, however, does not allow the calculation of spectral irradiance, required for inferring, for example, the biological effects of solar radiation. The use of spectral radiative transfer software was explored to provide spectral irradiance, but commonly available models do not include the effects of horizon obstructions. The approach presented here followed the same general guidelines used to calculate total-shortwave irradiance. The spectral models required a spectral partitioning of global irradiance into direct and diffuse components, allowing the independent analysis of horizon obstruction effects on these components at each wavelength. To partition global irradiance, two equations were developed for the calculation of the diffuse-to-global irradiance ratio (DGR) under cloudless conditions: one based on simplified radiative transfer theory, and an empirical fit for local conditions. Afterwards, the effects of horizon obstructions were evaluated in combination with real-time measurements of unobstructed global spectral irradiance. A set of simulated obstructions were used to validate the models. Finally, it was observed that neglecting the anisotropic distribution of the diffuse component of solar radiation in these simple models could produce large uncertainties in some situations. A practical solution for including the anisotropy of diffuse radiation was proposed, requiring images from an unobstructed digital sky camera. The combination of tools described here will allow calculation of total and spectral global irradiance upon a flat horizontal surface whatever the local field of view. This is possible at any geographical location were the urban geometries can be described, either by manually obtaining digital photographs, or through the Google Street View database, and where there is a reasonably local standard measurement of radiation.

Submitted by Caroline Falcao (caroline.rfalcao@ufpe.br) on 2017-06-29T17:44:44Z No. of bitstreams: 2 license_rdf: 811 bytes, checksum: e39d27027a6cc9cb039ad269a5db8e34 (MD5) 2011-Dissertação-VeronicaOliveira.pdf: 1667348 bytes, checksum: 414658d0814de55828e22ff1ca12623b (MD5) / Made available in DSpace on 2017-06-29T17:44:44Z (GMT). No. of bitstreams: 2 license_rdf: 811 bytes, checksum: e39d27027a6cc9cb039ad269a5db8e34 (MD5) 2011-Dissertação-VeronicaOliveira.pdf: 1667348 bytes, checksum: 414658d0814de55828e22ff1ca12623b (MD5) Previous issue date: 2011-02-18 / Esse estudo representa a primeira avaliação da meiofauna em cânions submarinos no Atlântico Sul e, em especial, na Bacia de Campos. A meiofauna dos cânions Almirante Câmara e Grussaí e, em transectos adjacentes, foi analisada em quatro isóbatas (400m, 700m, 1.000m e 1.300m), em duas campanhas (maio/2008 e fevereiro/2009), considerando três estratos sedimentares (0-2cm, 2-5cm e 5-10cm). Para testar a significância da densidade e da riqueza da meiofauna, utilizou-se uma análise de variância fatorial com um “desenho amostral balanceado”, considerando como fatores: áreas, campanhas, isóbatas e estratos. A composição taxonômica da meiofauna, registrada nos cânions e em suas áreas adjacentes, foi semelhante à outros estudos realizados em áreas de mar profundo, sendo composta por 23 táxons, com Nematoda sendo o mais freqüente e abundante. As densidades da meiofauna nos sedimentos dos cânions e nas áreas adjacentes na Bacia de Campos foram altas, sendo aquelas encontradas dentro dos cânions mais elevadas do que nos seus transectos adjacentes correspondentes. As densidades foram, significativamente, maiores no estrato sedimentar superior em relação aos demais, em ambas as campanhas. No presente estudo observou-se que a abundância da meiofauna e a riqueza de grupos não apresentaram variações significativas em função do aumento da profundidade.O teste de correlação não indicou a presença de umarelação entre o carbono orgânico total e a riqueza/abundância da meiofauna. / This study represents the first meiofauna evaluation in submarine canyons from South Atlantic, with emphasis in Campos Basin. The meiofauna from Almirante Câmara and Grussaí canyons and adjacent transects were analyzed in 4 different isobaths (400m, 700m, 1000m and 1300m) during two campaigns (May/2008 and February/2009). Meiofauna core was divided in 0-2cm, 2-5cm and 5-10cm. A balanced four-way analysis of variance was applied in order to evaluate the difference in density and richness; for this analysis area, campaign, isobaths and layers were used as factors. Meiofauna composition from canyons and their adjacent areas were similar to other studies in deep-sea areas being composed of 23 taxa. Nematoda was the most frequent and abundant taxon. Meiofauna density from canyons and adjacent areas was high, but the density from canyons was higher than in their adjacent area in both sampling campaigns. The densities were significantly higher in the upper sedimentary strata in relation to others, in both campaigns. In this study we observed that the abundance and richness of meiofauna groups showed no significant variations as a function of increasing depth. There was no correlation between total organic carbon and meiofauna richness/abundance.

Mid-Ediacaran incised valleys in the Johnnie Formation of eastern California (the Johnnie valleys) and the Wonoka Formation of South Australia (the Wonoka canyons) are of interest for their unusually large scale and broad time concordance with the largest negative carbon-isotope anomaly in Earth history (the Shuram excursion) and the emergence of multicellular life (the Ediacara fauna). The Johnnie valleys and Wonoka canyons have been widely accepted as originating in a submarine setting at a continental margin. My new data suggest an alternative scenario: that both features were cut subaerially concomitant with sea-level lowering in excess of 200 m, and were subsequently drowned and filled by marine sediments. Critical evidence includes 1) the presence in the basal fill of both valley systems of polymictic conglomerate/breccia with a quartz sand matrix that is locally associated with stratified quartz sandstone, suggesting both local and far-traveled fill components; 2) multiple upward-fining, polymictic conglomerate-based cycles in the basal Wonoka canyon fill; 3) beds and blocks of giant ooid packstone-grainstone indicative of shallow marine sedimentation during the early stages of Johnnie valley filling; 4) the observed transition in the direction of paleoflow in the Wonoka from stratified boulder conglomerate to sandstone and siltstone event beds; and 5) regional restoration of the northern Flinders Ranges indicating that several deep canyons in the Wonoka are > 20 km inboard of the paleoshelf edge. Modern submarine canyons rarely incise that far into continental shelves. My new carbon isotopic data demonstrate negative carbon-13 (δ13C) values in the basal Johnnie valley fill, indicating that like the Wonoka canyons, the Johnnie valleys are bracketed by the Shuram excursion. Additionally, in South Australia, regional allochthonous salt breakout is observed at the same stratigraphic level as the canyon-cutting unconformity, with no evidence for triggering by regional crustal shortening or deep marine non-deposition. Clasts from diapiric breccia and the basal Wonoka canyon fill share sedimentologic, petrographic, and geochemical characteristics indicating the presence of diapiric contributions to the canyon fill, and that allochthonous salt and the canyons interacted dynamically at the Earth’s surface during the Ediacaran. Each of these observations is more consistent with the expectations of a subaerial rather than submarine setting. I hypothesize that the Johnnie valleys and Wonoka canyons were cut by a combination of fluvial incision and subaerial mass wasting, before being drowned. Sea-level lowering is thought to have been triggered by the ~580 Ma Gaskiers glaciation. My interpretation is based on high-resolution physical stratigraphic mapping supported by sub-meter scale 3-D drone imagery, geochemical analysis (δ13C, δ18O, δ26Mg, Mg/Ca), structural restoration, as well as sedimentologic and petrographic analysis. The overall interpretation has several implications for connections between mid-Ediacaran phenomena globally. Given that the Johnnie valleys and Wonoka canyons are stratigraphically bracketed by negative δ13C values putatively correlated with the Shuram excursion, my data suggest that the Shuram excursion may encompass rather than postdate the Gaskiers glaciation in eastern California and South Australia, and that the onset of the excursion may be diachronous at a global scale. My interpretation presents the first outcrop evidence for subaerial erosion and non-deposition as a mechanism capable of triggering appreciable salt breakout. The suggested occurrence of regional isolation and rapid environmental change closely precedes the emergence of the Ediacara fauna, and presents new context for the organisms and the sediments in which they are recorded.

La géométrie et la flexibilité d'un canyon sont les paramètres qui affectent grandement la valeur des périodes naturelles dans les barrages en terre. Le canyon entourant des barrages peut être considéré comme un domaine illimité. Pour prendre en compte ces deux effets, le canyon a été modélisé par SBFEM et le barrage en terre, à géométrie limitée, par FEM. La technique hybride SBFEM-FEM pour l'analyse tridimensionnelle dynamique de l'interaction sol-barrage a été validée avec les résultats disponibles dans la littérature. Comme la matrice de rigidité dynamique du domaine non borné est complexe et dépendante de la fréquence, la méthode classique de superposition de modes n'est pas simple pour le système d'interaction sol-structure. Ainsi, pour obtenir la fréquence propre fondamentale, le barrage a été excité en direction amont-aval. Les périodes naturelles du barrage de terre pour des canyons de formes géométriques et de coefficient de impédance différents ont été obtenues. Ils se sont avérés avoir des effets significatifs sur la période naturelle. Les résultats ont été comparés aux données enregistrées réelles. Il a été constaté que les graphiques proposés dans cette étude peuvent être utilisés par des concepteurs de barrages pour l'estimation des périodes naturelles des barrages en terre dans des canyons de formes et de propriétés matérielles différentes. Plusieurs fonctions d'amplification correspondant à différentes conditions de canyon ont été obtenues en appliquant un déplacement uniforme à la limite du canyon. Une étude approfondie a été réalisée pour examiner les effets de la géométrie et de la flexibilité du canyon sur la réponse en régime permanent du barrage. Ces deux effets ont influencé de manière importante les fonctions d'amplification. Alors que la flexibilité du canyon affecte de manière significative la valeur de la fonction d'amplification maximale, cette valeur ne change pas pour les barrages en terre dans lesquels les canyons ont des formes différentes et la même longueur. De plus, la réponse latérale du barrage de terre dans le domaine temporel a été calculée pour analyser les effets susmentionnés lors d'un tremblement de terre réel. Les fonctions d'amplification proposées ont été utilisées pour comparer les spectres de réponse enregistrés du barrage d'El Infiernillo lors des tremblements de terre de 1966 avec la fonction d'amplification calculée. Un accord raisonnable a été observé entre eux. La méthode linéaire équivalente (EQL) a été implémentée dans le FEM. La technique FEMSBFEM a été étendue pour prendre en compte l'effet du comportement non linéaire des barrages en terre. Il a été observé que le comportement non linéaire affecte grandement la fréquence naturelle, la fonction d'amplification et l'accélération de crête maximale du barrage de terre situé dans les canyons. Les effets de la géométrie et de la flexibilité du canyon sur le comportement non linéaire ont été examinés, et on a vu qu'en augmentant la flexibilité du canyon, l'effet de la non-linéarité était diminué. Le barrage d'El Infiernillo a été modélisé par FEM-SBFEM non linéaire 3D, et une comparaison de la fonction d'amplification de crête obtenue par la méthode proposée avec les données enregistrées montre la précision du FEM-SBFEM non linéaire. / The canyon surrounding a dam can be assumed as an unbounded domain, and the geometry and flexibility of a canyon are parameters that greatly affect the values of natural periods in earth dams. In this thesis, in order to take into account these two effects, canyons are modeled by SBFEM, and earth dams, which have limited geometries, are modeled by FEM. The hybrid FEM-SBFEM technique used for the dynamic three-dimensional analysis of soil-earth dam interactions is validated with results available in the literature. Because the dynamic-stiffness matrix of the unbounded domain is complex and frequency-dependent, the classical mode-superposition method is not straightforward for a soil-structure interaction system, and thus, to obtain their fundamental natural frequencies, the modeled dams were excited in the upstream-downstream direction. The natural periods of earth dams in canyons with different geometries shapes and impedance ratios are obtained, and are found to have significant effects on the dams' natural periods. The results are compared with actual recorded data, and it is found that the graphs put forward in this study may be used by practical engineers for the estimation of natural periods of earth dams in canyons with different shapes and material properties. Several amplification functions corresponding to different canyon conditions are obtained by applying a uniform displacement at the canyons' boundaries. A comprehensive study is performed to examine the effects of canyon geometry and flexibility on the steady-state responses of the dams, and it is found that these two effects significantly influence the amplification functions. While the flexibility of the canyon does affect the maximum amplification function value, this value does not change for earth dams in canyons that have different shapes but the same length. In addition, the lateral responses of earth dams in the time domain are computed in order to analyze the aforementioned effects under an actual earthquake. The proposed amplification functions are used to compare the recorded response spectra of the El Infiernillo dam under the two 1966 earthquakes with the calculated amplification function, and a reasonable agreement is observed between them. The equivalent linear method (EQL) is implemented into the FEM, and the FEM-SBFEM technique is extended in order to take into consideration the effect of earth dams' nonlinear behavior. It is observed that such nonlinear behavior greatly affects the natural frequency, the amplification function, and peak crest acceleration of earth dams located in canyons. The effects of canyon geometry and flexibility on the nonlinear behavior are examined, and it is found that by increasing canyon flexibility, the effect of nonlinearity is decreased. The El Infiernillo dam is modeled by the 3D nonlinear FEM-SBFEM, and comparison of the crest amplification function obtained by the proposed method with the recorded data shows the accuracy of the nonlinear FEM-SBFEM.

La géométrie et la flexibilité d'un canyon sont les paramètres qui affectent grandement la valeur des périodes naturelles dans les barrages en terre. Le canyon entourant des barrages peut être considéré comme un domaine illimité. Pour prendre en compte ces deux effets, le canyon a été modélisé par SBFEM et le barrage en terre, à géométrie limitée, par FEM. La technique hybride SBFEM-FEM pour l'analyse tridimensionnelle dynamique de l'interaction sol-barrage a été validée avec les résultats disponibles dans la littérature. Comme la matrice de rigidité dynamique du domaine non borné est complexe et dépendante de la fréquence, la méthode classique de superposition de modes n'est pas simple pour le système d'interaction sol-structure. Ainsi, pour obtenir la fréquence propre fondamentale, le barrage a été excité en direction amont-aval. Les périodes naturelles du barrage de terre pour des canyons de formes géométriques et de coefficient de impédance différents ont été obtenues. Ils se sont avérés avoir des effets significatifs sur la période naturelle. Les résultats ont été comparés aux données enregistrées réelles. Il a été constaté que les graphiques proposés dans cette étude peuvent être utilisés par des concepteurs de barrages pour l'estimation des périodes naturelles des barrages en terre dans des canyons de formes et de propriétés matérielles différentes. Plusieurs fonctions d'amplification correspondant à différentes conditions de canyon ont été obtenues en appliquant un déplacement uniforme à la limite du canyon. Une étude approfondie a été réalisée pour examiner les effets de la géométrie et de la flexibilité du canyon sur la réponse en régime permanent du barrage. Ces deux effets ont influencé de manière importante les fonctions d'amplification. Alors que la flexibilité du canyon affecte de manière significative la valeur de la fonction d'amplification maximale, cette valeur ne change pas pour les barrages en terre dans lesquels les canyons ont des formes différentes et la même longueur. De plus, la réponse latérale du barrage de terre dans le domaine temporel a été calculée pour analyser les effets susmentionnés lors d'un tremblement de terre réel. Les fonctions d'amplification proposées ont été utilisées pour comparer les spectres de réponse enregistrés du barrage d'El Infiernillo lors des tremblements de terre de 1966 avec la fonction d'amplification calculée. Un accord raisonnable a été observé entre eux. La méthode linéaire équivalente (EQL) a été implémentée dans le FEM. La technique FEMSBFEM a été étendue pour prendre en compte l'effet du comportement non linéaire des barrages en terre. Il a été observé que le comportement non linéaire affecte grandement la fréquence naturelle, la fonction d'amplification et l'accélération de crête maximale du barrage de terre situé dans les canyons. Les effets de la géométrie et de la flexibilité du canyon sur le comportement non linéaire ont été examinés, et on a vu qu'en augmentant la flexibilité du canyon, l'effet de la non-linéarité était diminué. Le barrage d'El Infiernillo a été modélisé par FEM-SBFEM non linéaire 3D, et une comparaison de la fonction d'amplification de crête obtenue par la méthode proposée avec les données enregistrées montre la précision du FEM-SBFEM non linéaire. / The canyon surrounding a dam can be assumed as an unbounded domain, and the geometry and flexibility of a canyon are parameters that greatly affect the values of natural periods in earth dams. In this thesis, in order to take into account these two effects, canyons are modeled by SBFEM, and earth dams, which have limited geometries, are modeled by FEM. The hybrid FEM-SBFEM technique used for the dynamic three-dimensional analysis of soil-earth dam interactions is validated with results available in the literature. Because the dynamic-stiffness matrix of the unbounded domain is complex and frequency-dependent, the classical mode-superposition method is not straightforward for a soil-structure interaction system, and thus, to obtain their fundamental natural frequencies, the modeled dams were excited in the upstream-downstream direction. The natural periods of earth dams in canyons with different geometries shapes and impedance ratios are obtained, and are found to have significant effects on the dams' natural periods. The results are compared with actual recorded data, and it is found that the graphs put forward in this study may be used by practical engineers for the estimation of natural periods of earth dams in canyons with different shapes and material properties. Several amplification functions corresponding to different canyon conditions are obtained by applying a uniform displacement at the canyons' boundaries. A comprehensive study is performed to examine the effects of canyon geometry and flexibility on the steady-state responses of the dams, and it is found that these two effects significantly influence the amplification functions. While the flexibility of the canyon does affect the maximum amplification function value, this value does not change for earth dams in canyons that have different shapes but the same length. In addition, the lateral responses of earth dams in the time domain are computed in order to analyze the aforementioned effects under an actual earthquake. The proposed amplification functions are used to compare the recorded response spectra of the El Infiernillo dam under the two 1966 earthquakes with the calculated amplification function, and a reasonable agreement is observed between them. The equivalent linear method (EQL) is implemented into the FEM, and the FEM-SBFEM technique is extended in order to take into consideration the effect of earth dams' nonlinear behavior. It is observed that such nonlinear behavior greatly affects the natural frequency, the amplification function, and peak crest acceleration of earth dams located in canyons. The effects of canyon geometry and flexibility on the nonlinear behavior are examined, and it is found that by increasing canyon flexibility, the effect of nonlinearity is decreased. The El Infiernillo dam is modeled by the 3D nonlinear FEM-SBFEM, and comparison of the crest amplification function obtained by the proposed method with the recorded data shows the accuracy of the nonlinear FEM-SBFEM.

Au nord-ouest de la mer Méditerranée, dans le Golfe du Lion, la marge continentale est incisée par plusieurs canyons. Leur morphologie suggère que les instabilités jouent un rôle important pour la formation de ces vallées sous-marines et pour le transport de sédiments. Le canyon du Cap de Creus, situé à l'extrémité ouest du Golfe du Lion, a été sélectionné afin d'y analyser les processus d'instabilité présentement actifs. Les profils sismiques qui couvrent le secteur ont permis de déterminer la morphostratigraphie du canyon. Plusieurs essais géotechniques ont été effectués sur les sédiments du secteur d'étude afin de déterminer leurs paramètres géomécaniques et leur état de consolidation. A l'aide de ces résultats, un modèle géologique du flanc a été établi et utilisé pour modéliser la stabilité des flancs et la mobilité des masses instables. Ainsi, l'influence de processus naturels sur le développement des ruptures a été déterminée. La propagation des débris a ensuite été évaluée selon divers paramètres donnés aux débris et à la géométrie de la surface de rupture, basés sur les résultats de l'étude de stabilité. Cette étude montre que les processus d'instabilités récents n'affectent que les strates sédimentaires peu profondes et n'ont donc pas une grande influence sur l'élargissement du canyon. Les sédiments post-glaciaires sont déposés conformément aux vastes cicatrices de glissement, qui datent d'une période antérieure.

Les marges continentales, passives ou actives, sont la principale voie de transfert sédimentaire entre le plateau continental et le bassin océanique profond et les plaines abyssales. Les pentes continentales sont le siège de processus d’érosion/dépôt sous le contrôle de transfert de flux particulaires continentaux chenalisés par des structures érosives, telles que les canyons sous‐marins, puis redistribues à l’ensemble de la marge. Les canyons érodent fortement les pentes continentales et contribuent à l’évolution de leur morphologie au cours du temps. On retrouve cependant des canyons sous‐marins qui ne sont pas en relation avec la présence d’un réseau fluviatile. De ce fait, la formation et l’évolution des canyons sous‐marins sont encore peu comprises. Ce travail de thèse s’intéresse aux processus de formation et d’évolution de six canyons sous-marins sur la Marge Ouest du Bassin Ligure et à dix systèmes de canyons sur la Marge Calabro-Ionienne. Le but de cette étude est de contraindre les principales caractéristiques morphométriques (longueur, largeur, profondeur, inclinaison, sinuosité), morphologique (éléments architecturaux, configuration) des canyons, de caractériser leur évolution amont‐aval et d’analyser leur structure interne, afin de mieux comprendre l’origine des canyons sous‐marins, leurs mécanismes de construction et leur évolution au cours du temps en relation avec le contexte géologique régional et leurs potentiels bassins versants subaérien. Pour cela, une approche basée sur une analyse morpho-bathymétrique et géophysiques a été mise en œuvre à partir de relevés bathymétriques complets des marges, de profils de sismiques, de Chirp et de SAR. / Sediment transfer from the continental shelf to the deep basin is of great interest as it partially controls the morphological and architectural evolution of continental margins. Transfer of particles on the continental slope associates with processes of erosion and deposition that control the construction of typical features such as submarine canyons. Because they strongly erode the continental slope, canyons contribute significantly to its morphological evolution through time. However, a number of studies have evidenced submarine canyons that do not connect with sub‐aerial channelized systems, questioning their processes of formation and evolution. This study aims to better understand the processes of formation and evolution of six submarine canyons identified on the western margin of the Ligurian Basin and ten canyons systems on the Calabro-Ionian margin. From morphometric and structural analyses based respectively on bathymetric, seismic‐reflexion (24‐channel profiles) data, Chirp and SAR profiles we constrained the main morphometric characteristics (length, width, depth, slope gradient, sinuosity index), morphologic (architectural elements and configuration) of canyons, their downward evolution and we analyzed their internal structure in order to better understand their origin, construction mechanisms and evolution in relation with the regional geological context and their potentials subaerial systems.