@@IsabellaGumieroLee you are welcome, it's pleasure for me to know that's helped you

@@trashflora you are welcome 🙏🙂

@@algeria7002 Hello...although its not related to this video, but i was wondering if you know why my when I try to dissolve a shapefile, dissolved output becomes empty? so my orginal data has different crop types and each of the crop type has a lot of polygons. instead of become one polygon each crop type, it is empty when i click open attribute table. sometimes I tried the second time it says 'dissolved failed' due to invalid topology. but theres no problem detected when I use the tool 'check geometry' trying to solve it

@@trashflora really I don't have an idea but you can send me the file to try to apply it on my software.... Maybe it will work for me.... This is my mail. : [email protected]

@@algeria7002 okay! Thank you very much for your help. That means a lot

Hello You can download the software via this link terre-et-eau.univ-avignon.fr/equipements-de-terrain-et-de-laboratoire/logiciels/ if it doesn't work, you can contact me via my email: [email protected]

Thank you friend for your beautiful comment

You are welcome friend

You are welcome Send me a mail on this mail, I will send you the template [email protected]

العفو.... راسلني على هذا الايميل لكي أرسله لك [email protected]

الله يسلمك اخي ويحفظك 🤲🙂

You can use one the screenshot software for example SNAGIT software to make a screen capture

You are welcome 🙂

Hello Responding on your question Depending on my knowledge, you can't modify a raster by inserting a new column, you have to covert it to a polygon then to reconvert it again to raster after inserting the required informations

The erosivity factor is mainly based on the rainfall database, so you have two options The first is to have the real railnfall databases provided by the national office of meteorology ONM Or To use the Worldclim database or swat database To be able use to use the wischmeir and smith's equation if you have the precipitation of 30 min or to use one of the developed regression ( Ex. ARNOLDUS REGRESSION) as it is mentioned in my video I hope that I was clear.... If not.... I hope to ask me more

Vous pouvez déterminer les classes d'altitude a travers l'equidistance choisi par vous même, soit 50 m, 100 m, 200 m.... Etc. Ca dépend de l'intervalle entre l'altitude maximale et minimale et ca dépend de la précision que vous voulez Si vous envisagez un problème, vous pouvez écrire sur [email protected]

@@algeria7002 slm svp nakder nhki maak prv ?

@@meriemzer1184 salam oui bien sûr Voila mon mail [email protected]

Hello bro, tapaile kehi idea paaunu bhayo kasari diagramme ma file import garne? Import nai hudaina yaar

Hello I think that the two layers don't have the same projecttion system

You have to verify this point If you are facing the same problem I hope to contact me again

@@algeria7002 I managed to do. Thanks for the calculation how can i use the weischmeir and smith formula to determine the k factor. then that we must determine the structure and permeability code for each soil.