Flood Frequency Analysis Basics

[@fan2200]

Thanks for clear explanation... I would like to ask about how to estimate the uncertainty ( red lines ) for the data plotted in the graph

[@Hope-ig8ir]

and under which situation should we use Gumbel method? This is really confusing me.

[@eberenwosu6098]

Please, kindly send links (including UA-cam links) on how to SPLIT PEAK SERIES into two and analyze Flood frequency analysis using PEAKFQ or HEC-SSP.
Thank you very much.

[@akoskalman3897]

Hey Anne thanks for the video! Could you explain please what to do in case you have duplicates in your dataset?

[@santabanana]

It is P= m/(n+1) => Weibull plotting position
not P= m/n + 1

[@sumbalriaz5124]

Great explanation. Many thanks

[@mohammedmirghani6750]

Thank you, very helpful video. I have a question !! how can I know the best distribution to use at the fitting stage ? I know that there are so many like pearson type 3 and Extreme value etc... and is there a software that can do this for me ?i.e. show me the best fit distribution and thanks again

[@mohammedmirghani6750]

I need this for river water level frequency analysis to select the best location for an agricultural pump station

[@miriamndini4825]

thank you for the video. Why you say that recurrence interval is not the same as return period? indeed they are the same

[@audiophile...]

She was talking about the probability being a better refference than return period. Because a 100yr return period sends a wrong notion when it can actually occur the very next day, although you r right in saying that RI and RP are the same.

[@anilkumarsharma8901]

i will do it very easily with volume analysis

[@esaugarwi3575]

thank you very much

[@annejefferson3362]

Glad it helped

[@anilkumarsharma8901]

indian pandits do this type of analysis from first day of universe

[@eberenwosu6098]

Please, kindly send links (including UA-cam links) on how to SPLIT PEAK SERIES into two and analyze Flood frequency analysis using PEAKFQ or HEC-SSP.
Thank you very much.