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I. Tableau, 1 -Définition de MNT et MNS (adapté d'Oksanen, p.25, 2006.

I. Tableau, 4 -Relation entre l'échelle temporelle et les technique utilisées pour l'étude de l'érosion par ravinement, p.58, 2003.

I. Tableau, 1 -Réseaux hiérarchiques de bornes et points de contrôle terrestre, p.74

I. Tableau and .. Bvre-de-draix, 2 -Missions drone avion-jaune sur les, p.89

I. Tableau, 4 -Levé DGPS de points de contrôle terrestre à Draix, p.96, 2002.

I. Tableau, 8 ? Paramètres d'orientation interne des appareils photos utilisés à Draix (unités du centre de symétrie et la distance focale en pixels), p.104

I. Tableau, 9 -Paramètres d'orientation externe calculés (unités XYZ en mètres et ??? en degrés) couple, p.106, 2005.

I. Tableau and ). La-roubine, 10 -Résiduels de PCT non rejetés après l'ajustement du modèle d'aérotriangulation (en mètres) couple Juin, p.106, 2005.

I. Tableau and ). La-roubine, 11 -Paramètres d'orientation externe calcules (unités XYZ en mètres et ??? en degrés) couple, p.107, 2007.

I. Tableau, 14 -Résultats de l'évaluation de qualité du MNT.LA 2005 (en mètres) pour les deux jeux de données « vérité terrain » : DGPS-Tachéométrie et LiDAR terrestre, p.125

I. Tableau, 17 -Pente par tronçon (en pourcentage) du thalweg principal et ? pente (validation moins MNT) pour les MNT drone 2005 ERDAS et MicMac, moyenne des valeurs absolues de ? pente par MNT (de l'amont vers l'aval, figure III.46), p.140

I. Tableau, 1 -Bruit de la mesure LiDAR terrestre sur des tôles de formes régulières connues, couleur noir et blanc (toutes les unités en mètres), p.161

V. Tableau, 1 -Synthèse des évaluations de qualité altimétrique des MNT drone, p.183

A. Tableau, 1 -Description des missions LiDAR terrestre à Draix, pour la validation des MNT drone et pour l'étude de l'érosion fine des versants marneux, p.242

. Cependant, Des secteurs de pente très douce mais pas parfaitement plats montrent un type d'écoulement en nappe qui s'étend vers les secteurs légèrement en aval (Berry La figure A, 2007.

A. Figure, 5 -Incrustation d'un réseau de référence en dz (d'après Puech et al, 2004.

A. Figure, 6 -La pente et les caractéristiques de l'eau d'écoulement contrôlent le type de flux superficiel (unidirectionnel, en nappe ou plat ; d'après Berry, 2007.

A. La-figure, 6a montre l'écoulement unidirectionnel simple selon la descente la plus raide dans des secteurs à forte pente. La figure A.6b montre l'écoulement en nappe en s'étendant vers les secteurs en aval quand la pente est moins forte. La figure A.6c montre le flux qui s'étale dans tous les sens

. Fréquence-de-changements-de-la-pente-dans-un-voisinage-topographique, Le facteur de rugosité (IR) présenté près (Mark, 1975) est lié à cette mesure

A. Dans-le-tableau, 1 nous pouvons observer la liste de missions LiDAR terrestre réalisées à Draix. Les éléments descriptifs de chaque mission montrent l'évolution de la technique. Un premier essai réalisé en novembre 2006, sans repérages terrain, nous a montré la potentialité de cet appareillage pour son utilisation dans la validation des MNT drone fins

. Postérieurement, nous avons effectué des essais avec repérages terrain amovible mais d'une taille non adéquate pour la distance à l'objet scanné Ensuite, des scans avec repérages terrain amovible et de taille adéquate ont été achevés, 2007.

D. Scans-lidar-terrestre-ont-Été-réalisés-dans-les and B. Du-moulin, afin d'étudier les mouvements de terrain. Nous avons aussi effectué des scans pour l'analyse de précision sur une série des tôles avec de formes géométriques connues, ainsi que des scans pour l'évaluation de l

L. Le, LiDAR terrestre pour l'étude de changements morphométriques de versants, par altération superficielle et érosion, ont commencés en mars 2008, mais cette fois-ci avec les repères terrain fixes. L'objectif était d'évaluer la méthode de recalage numérique des scans LiDAR terrestre diachroniques avec l'utilisation des repères de terrain fixes

A. Figure, 13 -Bassin de La Roubine, avec l'emplacement des repères fixes (points rouges) et des différents