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Sir... Your videos have helped me in a very much needed situation. Thanks A lot sir ji.
Thankss.... Life saving during exams 😇
Sir at 18:00 (1-0.9)=0.1 should be used in formula of tratability factor please correct it 👍
Thank you sir videos are helpful
very nice!!
excellent videos
+Jeevitha HM Thanks!
sir, for efficiency of SRTF, i guess in denominator, it is 0.0044 instead of 0.44.
Vikrant Rana 0.0044 is taken when u is taken as kg/hectare-m/day
then y don't say the units for the formula .
Sir plz correct 0.1 inplace of 0.9 in recirculation factor formula
Thank you for your feedback
at 16:47 (1-f)=0.1 but u mention (1-f)=0.9
Yes it would be 0.1, I wrote it by mistake. Thank you for pointing it out.
sir is high rate and low rate trickling filters is for gate exam
Why area is less in case of high rate trickling filter?
less the area more the loading rate!!
Please make more video on hydrologyThere are only 2 or 3 video
Due to some other work maam could not upload other videos these days but I can assure you all the videos will be covered well ahead of exams.
Recirculation factor (F1) formula is wrong it should be (1+.1R)^2 in denominator.
16:54 its wrong
Sorry to say this, I have seen many of your videos and you guys are doing great job but so many mistakes in the formulas in one lecture is not right. Kindly please ensure checking and correcting the videos prior to uploading.
there are many formulas . i am unable to rembeber
yvn sivaprasad y to remember just follow textbooks
Sir... Your videos have helped me in a very much needed situation. Thanks A lot sir ji.
Thankss.... Life saving during exams 😇
Sir at 18:00 (1-0.9)=0.1 should be used in formula of tratability factor please correct it 👍
Thank you sir videos are helpful
very nice!!
excellent videos
+Jeevitha HM Thanks!
sir, for efficiency of SRTF, i guess in denominator, it is 0.0044 instead of 0.44.
Vikrant Rana 0.0044 is taken when u is taken as kg/hectare-m/day
then y don't say the units for the formula .
Sir plz correct 0.1 inplace of 0.9 in recirculation factor formula
Thank you for your feedback
at 16:47 (1-f)=0.1
but u mention (1-f)=0.9
Yes it would be 0.1, I wrote it by mistake. Thank you for pointing it out.
sir is high rate and low rate trickling filters is for gate exam
Why area is less in case of high rate trickling filter?
less the area more the loading rate!!
Please make more video on hydrology
There are only 2 or 3 video
Due to some other work maam could not upload other videos these days but I can assure you all the videos will be covered well ahead of exams.
Recirculation factor (F1) formula is wrong it should be (1+.1R)^2 in denominator.
16:54 its wrong
Sorry to say this, I have seen many of your videos and you guys are doing great job but so many mistakes in the formulas in one lecture is not right. Kindly please ensure checking and correcting the videos prior to uploading.
there are many formulas . i am unable to rembeber
yvn sivaprasad y to remember just follow textbooks