Please why did you use your first PE (65) instead of the total PE (353) in your peak flow factor calculation? Wonderful video by the way, by far the most detailed explanation out here.
Assalamulaikum Dr. Usually I used Colebrook-white equation for sewerage design for IWK. Is it any significant difference between Colebrook-white equation and Manning equation? Thank you
GL start is where the sewerage line start and gl end is where the sewerage line end. GL diff is different between start and end level. Drop level is different between end level and start level at the point or grid.
Its a nice video. Good expalanation. Kindly share spread sheet
Good explanation
Thank you so much Sir for sharing this video. Loved it!
do u have the lisp files for the profiles section
Please why did you use your first PE (65) instead of the total PE (353) in your peak flow factor calculation?
Wonderful video by the way, by far the most detailed explanation out here.
Great video!
Assalamulaikum Dr. Usually I used Colebrook-white equation for sewerage design for IWK. Is it any significant difference between Colebrook-white equation and Manning equation? Thank you
Hello sir. May i ask where do you get the Ground Level Value in the proposed layout plan?
Ground level value from the survey plan and proposed level in earthwork drawing
Dr nk tny. apa beza GL start dgn GL end.. apa beza GL diff dgn level drop
GL start is where the sewerage line start and gl end is where the sewerage line end. GL diff is different between start and end level. Drop level is different between end level and start level at the point or grid.
Sir, nak tanya, the depth of IL and OL cannot exceed 12m ke?
thank you so much for this lecture... are there more of this series?
Later on maybe.
@@mohdsamsudinabdulhamid3295 great >> thank you so much
Wa 'alaikum salaam wa rahmatullaahi wa barakatuh
Good sharing!
Thank you! Cheers!
Can you please share the excel spreadsheet
How can one get a copy of this report sir?
i dont have the copy of the report. it just a lecture slide for my student.
Correction Area 0.398 and wetted parameter 2pi()r
trm ksh sir