SEWERAGE DESIGN CALCULATION PROCEDURE AND SUBMISSION

MOHD SAMSUDIN ABDUL HAMID

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16 сен 2024

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Комментарии : 23

@syedanas7035 5 месяцев назад

Its a nice video. Good expalanation. Kindly share spread sheet

@ekay10 5 месяцев назад

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.

@gametricks9409 4 года назад

Thank you so much Sir for sharing this video. Loved it!

@LuSin-ti3pr Год назад

Great video!

@opticalgrid8497 2 года назад

Wa 'alaikum salaam wa rahmatullaahi wa barakatuh

@atangpeolwane1143 3 года назад

do u have the lisp files for the profiles section

@syazanuwairah97 4 года назад

Good sharing!

@mohdsamsudinabdulhamid3295 4 года назад

Thank you! Cheers!

@spaceblurz Год назад

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

@abdillahiosmanomar9612 4 года назад

trm ksh sir

@MOATHALSHIBLIvfx 4 года назад

thank you so much for this lecture... are there more of this series?

@mohdsamsudinabdulhamid3295 4 года назад

Later on maybe.

@MOATHALSHIBLIvfx 4 года назад

@@mohdsamsudinabdulhamid3295 great >> thank you so much

@marsylthietimothy-9459 2 года назад

Hello sir. May i ask where do you get the Ground Level Value in the proposed layout plan?

@samhamidmylife3834 2 года назад

Ground level value from the survey plan and proposed level in earthwork drawing

@tafadzwamatutu2821 5 месяцев назад

Can you please share the excel spreadsheet

@gametricks9409 4 года назад

Sir, nak tanya, the depth of IL and OL cannot exceed 12m ke?

@amirhamzahmustapha6421 2 года назад

Correction Area 0.398 and wetted parameter 2pi()r

@nnnseven Год назад

Dr nk tny. apa beza GL start dgn GL end.. apa beza GL diff dgn level drop

@mohdsamsudinabdulhamid3295 Год назад

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.