CE 433 - Class 2 (23 Aug 2018) Culverts and HY8

[@GAMES-kl4cw]

IN MY CASE THEIR IS A STILLING BASIN DOWNSTREAM OF THE CULVERT SLOPING UPWARDS. IS THERE ANY METHOD IN HY8 TO GIVE UPWARD SLOPE TO TAILWATER CHANNEL

[@aaronkapata7103]

Hello sir, I have been looking through some of your hydrology videos, and they are very logical and informative. However, I have also been looking for your lecture note. I cannot find your lecture notes on hydrology. Is it possible if you could share them through your KZbin channel? Thanks a lot in advance.

[@IsaacWait]

Hi Aaron - thank for your message, I appreciate hearing from you. I have just added the hydrology (CE 433) notes to my website at: sites.google.com/view/yt-isaacwait

[@aaronkapata7103]

Thank you very much

[@hulk8889]

Sir I have master thesis about culvert hydraulics I need to make same calculation by hand-writing to understand concepts. Do you have any suggestion to me thank you!

[@IsaacWait]

Hi - I have a textbook suggestion: Water Resources Engineering (2nd ed) by Larry Mays. Section 16.2.1 (pg 694) has some good information for culvert hydraulics, including manual calculations.

[@lightspd714]

Hi Dr. Wait, Which textbook was used for this course?

[@IsaacWait]

Water Resources Engineering by Larry Mays (2nd Edition)

[@lightspd714]

Isaac Wait Thank you very much!

[@khylayly7579]

Alway Enjoy watching your lecture Dr. Wait

[@IsaacWait]

Thank you!

[@MaxBobcat]

Using meters and inches in the same design. Oy vey.