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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.

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.

Thanks, very informative.

Super helpful! Thanks Anne 🙂

Very well explained! thank you.

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

Great explanation. Many thanks

Thank you so mch

What an outstanding explanation from a pedagogical point of view.

Thanks 😊

Thank You for this tutorial..Where can we get the details of how to do the analyses

Thank you 🙏🏼

Got this video recommended to me, great stuff. I want to understand ENSO, looking for resources to learn that

thank you!

Great video

Create your own workflow now ua-cam.com/channels/Y94dsdGClsDcgQxg_D6Bjw.htmlfeatured

Works only for USA

Awesome explanation of basic hydrometry. Thank you for sharing this with the world here

thank y

very informative and useful.... Thanks

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

What about melt water from ice & snow, etc.? Seems like could produce a spring high flow event in mountain streams, and could produce "storm"-like hydrograph peaks in spring from warm days.

Dear Dr Jefferson, this was so helpful to me. I really appreciate the effort. I have subscribed to your channel and I will visit this channel regularly. Please, keep creating contents.

Great lecture, thanks for sharing.

Thank you for this wonderfully clear and insightful video! I like your analogy of jelly donut and tiramisu

Thank you so much

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

i will do it very easily with volume analysis

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

Very good mam

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

We can all agree that that's a heap of snow

Nice presentation! The plot at 3:30 actually shows hydraulic conductivity declining logarithmically with depth, not exponentially. Regarding terminology, we use "interflow" only to refer to the perched saturated lateral flow; subsurface stormflow that is not perched we still call (shallow) groundwater. Thanks for this :)

Your lectures are very good.

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Excellent presentation and graphics. Thanks for sharing.

In your answer, consider magnitude, frequency, duration, rate of change and timing of flow . Thank you.

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

How to connect with u mam?

Excellent! Thank you.

THANK YOU

This is a dead-on excellent video series on runoff generation mechanisms. Perfect for my undergrad hydrology classes. I greatly appreciate your sharing them, as do my students. Thanks!

Great illustration, thanks a lot

Very good presentation, super clear. Thanks a lot

thanks! i was taking an hydrology class and got confused by subsurface storm flow

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

Need to mention the link on the descriptions. It will be helpful.

thank you very much

Hey kids this is not a very safe place to play. The current in that river is very strong

WOW