hello, thank you so much for the video very clear. Just one question: why did you look at the 100 year line in the graph not the 50 year line ? since it is stated the problem that we have a 50 year storm
Please check your dashed lines representing runff near the top-center of your drawing. The one to the left shows the water running down a ridge. That is not likely. Old geologist.
Wow just wow. Super clear, simple and you made it very interesting. I was engaged through out. I’m a Civil University student ..thank you 😭
This is my go to rainfall runoff video. I always find myself coming back here for more clarifications over the years. Thank you!
Finally! I have been digging around the internet for over an hour looking for an example that helped. Many thanks!
Beautifully explained,please do a part 2 of the video on fixing the size of the roadside drain.
I live in Los Angeles California and am a civil engineer. This is very helpful. Thank you
at first i didnt know where you got the coefficients and intensity from but then you explained, good video, thank you
Very clear, comprehensive, and simple teaching. Please continue in other videos...
Correct me if I'm wrong but I think the conversion for gallons/cubic foot is 7.48 not 7.31, otherwise good stuff! Thank you for sharing.
A nicely done explanation ,
thanks for your efforts !
Many thanks for the speaker,
I understand runoff equation and how it's done threw this video
Excellent exposition on rational method. Great Job!
Love this explanation! Thank you so much brother!
hello, thank you so much for the video very clear. Just one question: why did you look at the 100 year line in the graph not the 50 year line ? since it is stated the problem that we have a 50 year storm
this should refer to storm design manual or standard or guidelines from authority
intensity used here is not for 50 year storm.i liked rest of the stuff ..so practical..nice work
Thank you Sir, this is so well explained.
Nice civil student from Tanzania
Wow this is great. Water resources Engineering Student from Nigeria
Hey I'm also from Nigeria, studying Environmental Engineering in Auckland
Hi
I would like to know how do you record. The video is very clear
2:00 Question
Isn't it Inlet time? If it is really time of concentration, what is the difference between the two?
Thank you! very helpful for my architecture exams
Hello sir, where can i get the chart for run off coefficients? Is it available on the internet? Thank you.
Thank you very much for the detailed explanation
Thank you for the video.
Nice work! Thank you for the NOAA link.
Excellent, thanks for the explaining!
wow, good explanation, very clear
good video, but note that there are 7.48 gallons per cubic foot, not 7.31
Thanks so very much! Very helpful for me.
Super helpful. Thanks for the upload!
Very instruxtive
First charts show precipitation in inches, not rainfall intensity in in/hr
What is the text book you are using for the coefficient table?
Lily Castaner time saver standards
What book did you use sr?
Nice Explanation... from Philippines
The example said 50 year storm but you used 100 year storm from the chart
I have the same question.
I need calculate a gutty can you help me ?
very helpful video thanks
Thanks a lot
Myself from BIHAR, INDIA
diploma in agricultural engg.
Very helpful! Thank you
Please check your dashed lines representing runff near the top-center of your drawing. The one to the left shows the water running down a ridge. That is not likely. Old geologist.
great video!
👍
Thank you soo much!!!!
Thank you 😊
Thanks
هل نحن وحدنا
thxxx
Does your Q,C and area need to account for the peak of the hill?