Sewer Design Example | Waste Water Engineering
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- เผยแพร่เมื่อ 15 ก.ย. 2024
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This video includes a solved example to illustrate the use of various formulae for partial flow depth for calculation of velocity and discharge.
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Thanks from the bottomest corner of my heart
In 5:38.....the value of d is more than D/2 so there should be addition
sir please make one video for air and noise pollution ...sir you are one of the best source for many students please carry on it ..and kindly make videos on air pollution as well as on noise pollution
Will do once these subjects which we are doing now get over.
A huge thanks to you sir
Sir please provide lecture of noise and air pollution
Good explanation sir.... You are brilliant 💡
Thx for your all the lectures. You are a great teacher.
Thanks. That's great to know. Hope you have checked our site where we have covered the full syllabus : learn.apseduverse.com
Sir in waste water engineering.... there is no lecture regarding grit chamber and screening numerical?
thanks sir... sir please upload examples question as much as you can for screen design and grit chamber
sir please make videos on Air pollution, Municipal solid waste and Noise pollution
Nicely explained thank you sir
Sir if psbl can u make videos on MSW & AIR & NOISE POLLUTION... It will be really helpful for us
S sir, it will be very use full if u add solid waste management and air & noise pollution...
really helpful thanks a lot
i am getting confidence when i solve ese question THANK U FOR SUCH VALUABLE notes. plz make video on ese general studies
as there is no such you tube channel
We want to cover everything but the time is limited so first preference is to finish technical part then non tech part will be covered.
In the 2nd case
0.6m is 60%
Water level should be above centre line...why are u considering water level below center...
Plz explain the reason
Sir,may I know how"d you get the value of theta? I'm having different answers .
Thank you
please solve my problem,
a sewer line drains a single family residential area with C=0.35. the distance of the flow from the most remote point is 60m over ordinary grass with a slope of 4%. the area drained is 100000sqm and the intensity -duration formula is i=5230/(t+30).
please give me solution.
Sir when u will start SOM ...please start soon
Thank you sir.
sir suggest me good book on environmental engineering.......
the general formula we calculated for d is upto D/2 only and the depth we are using is d=0.6m where D=1m ,Is it still okay to use that formula ?
Yes ! it will be adjusted with the value of sine or cosine.
Angle calculated is 203 ...can it be more than 180 ...please guide
Answer is wrong of 2nd part
if you take d=0.6D then why you dont change slope acc to this
plz explain
Ya slope will change
@@rudhraa9855 slope is given as 1/500 already...
But it is for depth half of the diameter
The angle more than 180, so we need to add triangular portion also diagram is wrong, its need to draw in upper portion
Calculator solution please cos thita/2.
i anted to know author name of the books ?
sir....som kab suru karenge......
+Kumaresh Biswas in 2-3 weeks I guess for sure.
sir please solve my problem.