Dataset obtained from a post event field survey, after the 15th of october 2018 flood in the Aude watershed (France). The post event survey aimed at gathering of information about cross sections, peak discharges and flood dynamics. Cross section data was obtained from field measurements with a theodolite sensor. Peak discharge data are indirect estimates based on local hydraulic analysis (Manning Strickler or other formulas), and are associated with estimated confidence intervals.

Dataset obtained from a post event field survey, after the 2nd of october 2020 floods ("Alex" storm event) in the Alpes-Maritimes territory (France). The main concerned watersheds are the following: Esteron, Roya, Tinée, Var, Vésubie. The post event survey aimed at gathering of information about cross sections, peak discharges and flood dynamics. Cross section data was obtained from field measurements with a theodolite sensor. Peak discharge data are indirect estimates based on local hydraulic analysis (Ferguson and Manning Strickler formulas), and are associated with estimated confidence intervals.

Dataset obtained from a post event field survey, after the 15-16th june 2010 flood which hit the downstream part of the Argens watershed in the Var region (France). The post event survey aimed at gathering of information about cross sections, peak discharges and flood dynamics. The dataset finally includes 36 peak discharge estimates, provided for both the main Argens river and small tributaries where significant hydrologcal reactions were observed. Cross section data was obtained from field measurements with a theodolite sensor. Peak discharge data are indirect estimates based on local hydraulic analysis (Manning Strickler or other formulas), and are associated with estimated confidence intervals.

Dataset obtained from a post event field survey, after the 18th june 2013 flood in the Pyrénées region (France). The concerned watersheds are the Garonne, Gave de Pau and Neste. The post event survey aimed at gathering of information about cross sections, peak discharges and flood dynamics. Cross section data was obtained from field measurements with a theodolite sensor. Peak discharge data are indirect estimates based on local hydraulic analysis (Manning Strickler or other formulas), and are associated with estimated confidence intervals.

Dataset obtained from a post event field survey, after the september and october 2014 floods which hit the Gard and Hérault territories (France). The concerned watersheds are the Ardèche, Cèze, Gardons, Hérault, Lez, Mosson, Orb and Vidourle. The post event survey aimed at gathering of information about cross sections, peak discharges and flood dynamics. Cross section data was obtained from field measurements with a theodolite sensor. Peak discharge data are indirect estimates based on local hydraulic analysis (Manning Strickler or other formulas), and are associated with estimated confidence intervals.

Dataset obtained from a post event field survey, after the 12th of september 2015 flood event nearby Lodève in the Lergue watershed. The post event survey aimed at gathering of information about cross sections, peak discharges and flood dynamics. Cross section data was obtained from field measurements with a theodolite sensor. Peak discharge data are indirect estimates based on local hydraulic analysis (Manning Strickler or other formulas), and are associated with estimated confidence intervals.

Dataset obtained from a post event field survey, after the 17th may 2024 floods in the Moselle and Bas Rhin territories (France). The main concerned watersheds are the following: Nied and Sarre (tributaries of the Moselle river), Sauer and Moder (tributaries of the Rhine river) The post event survey aimed at gathering of information about cross sections, peak discharges and flood dynamics. Cross section data was obtained from field measurements with a theodolite sensor. Peak discharge data are indirect estimates based on local hydraulic analysis (Manning Strickler formulas), and are associated with estimated confidence intervals.

Dataset obtained from a post event field survey, after the 17th october 2024 floods in the Ardeche territory (France). The main concerned watersheds are the following: Cance, Eyrieux, Ardèche, Cèze (tributaies of the Rhône river) The post event survey aimed at gathering of information about cross sections, peak discharges and flood dynamics. Cross section data was obtained from field measurements with a theodolite sensor. Peak discharge data are indirect estimates based on local hydraulic analysis (Manning Strickler formulas), and are associated with estimated confidence intervals.

Dataset obtained from a post event field survey, after the 20th may 2025 floods in the Var territory (France), particularly in the municipality of Le Lavandou. The main concerned watersheds are the following: Môle, Giscle, Aille (tributary of the Argens river), and Ruisseau de Quicule The post event survey aimed at gathering of information about cross sections, peak discharges and flood dynamics. Cross section data was obtained from field measurements with a theodolite sensor. Peak discharge data are indirect estimates based on local hydraulic analysis (Manning Strickler formulas), and are associated with estimated confidence intervals.

Dataset obtained from a post event field survey, after the 30th june 2024 and 20th July 2024 floods in the Haute-Marne territory (France). The main concerned watersheds are the following: Rongeant, Rognon, and Vazille (tributaies of the Marne river) The post event survey aimed at gathering of information about cross sections, peak discharges and flood dynamics. Cross section data was obtained from field measurements with a theodolite sensor. Peak discharge data are indirect estimates based on local hydraulic analysis (Manning Strickler formulas), and are associated with estimated confidence intervals.