Maja aa gaya mam. Aap bahut acha Padhate hai mam. Thank you so much. Aap se request hai aap thoda cost kar dijiye apne pendrive ka mai kharidna chahta hu environment and Geotech. Mujhe lagta hai made easy and ace academy se bhi jyada behtarin content amit sir provide karte hai.
mam bcoz of you we r going towards a good way to get our success plz mam post your other lectuer sooner. mam aapka way acha pdaane ka sab sahi me samjh aa ra plzz mai post ur other lectuers 🙏🙏🙏🙏🙏🙏
fell so good to watch you video.. i was in no mood of studying today after taking your one class how it came to four i also dont know.. your study technique is very osm..
OFR is calculated by hydraulic characteristics of a Tank for a design particle , so any particle having the settling velocity greater than or equal to surface overflow rate will get just settled or 100 % settled. So , she was correct. Assuming all particles have same specific gravity.
In designing of sedimentation tank, Isn't flow velocity is Q/B*H. So surface area should be B*H. But you have mentioned B*L. I am a little confused. Please clarify.
A settling column analysis is run on a type-I suspension. The settling column is 2 m tall and the initial concentration of the well-mixed sample is 650 mg/L. Results of the analysis are below: Time, min. 0 58 77 91 114 154 250 conc. remaining, mg/L 650 560 415 325 215 130 52 What is the theoretical efficiency of the settling basin that receives this suspension if the loading rate is 2.4×10-2 m/min? Which parameters need to be varied to increase removal efficiency?
Settling velocity ke formule me density q add nahi ki mam d×d/kinematic viscosity hota hai jo ki dynamic viscoity/ density hota hai yeh kon btayega mam
🛑🛑 If Q and V are given then Q/V will give the cross section area ma'am. you have written it as suface area. Surface area should be Q/overflow rate. Please clear my confussion ma'am.
Regarding the settling velocity, If the particle has the velocity greater than the settling velocity (like u said) it will not settle down. If the flow velocity of the particle is greater than the settling velocity it will never settle down. It will just escape. U said it wrong . Settling velocity should be greater than the flow velocity in a sedimentation tank. What you said in 13:40 is wrong LOL
Regarding the settling velocity, If the particle has the velocity greater than the settling velocity (like u said) it will not settle down. If the flow velocity of the particle is greater than the settling velocity it will never settle down. It will just escape. U said it wrong . Settling velocity should be greater than the flow velocity in a sedimentation tank. It must be correected
Maja aa gaya mam. Aap bahut acha Padhate hai mam. Thank you so much.
Aap se request hai aap thoda cost kar dijiye apne pendrive ka mai kharidna chahta hu environment and Geotech.
Mujhe lagta hai made easy and ace academy se bhi jyada behtarin content amit sir provide karte hai.
U r quite good teacher plz complete whole EE
really nice teaching methodology, and a good way of delivering knowledge. thanks Miss
Superb mam keep going
Nice explanation maam !!
mam bcoz of you we r going towards a good way to get our success plz mam post your other lectuer sooner. mam aapka way acha pdaane ka sab sahi me samjh aa ra plzz mai post ur other lectuers 🙏🙏🙏🙏🙏🙏
Very nice mam...I m from Nepal..I love your teaching....
fell so good to watch you video.. i was in no mood of studying today after taking your one class how it came to four i also dont know..
your study technique is very osm..
Mam aap bahut acha padhati h
Nice explanation
At the end of sedimentation do fine suspended particles are removed or not?
Very talented..thank you madam
Please upload fast and regular
I like ur class
Fantastic lecture ma'am
Mam superb, please complete kar do
Main next class kb s start vo rhi h ma'am.. Plz jldi start kr dijiye... Aap bhut acchaa explain krti h ma'am I like you. And lovely
13:32 seems wrong. As particle will settle down only when its OFR < Settling Velocity. Not when It's Greater than Vs as mentioned by Mam
OFR is calculated by hydraulic characteristics of a Tank for a design particle , so any particle having the settling velocity greater than or equal to surface overflow rate will get just settled or 100 % settled. So , she was correct. Assuming all particles have same specific gravity.
Plz continues ur series of lecture
Thanks ❤ love from nagpur
Tnq Soo much for such a valuable class madam ....👌👍👏👏👏🎇
Very very nice class...mam...very well explained....
Nice Concept Clearing,also clear our concept regarding sanitary part
This is the example of women empowerment in gate preparation😍😍😍😍
Very efficient Mam ।
please provide the remaining sewage part । 🙏
In designing of sedimentation tank, Isn't flow velocity is Q/B*H. So surface area should be B*H. But you have mentioned B*L. I am a little confused. Please clarify.
Ma'am you teach well.keep teaching
Thank you very very much mam🙏☺️
Superb Mam...Keep Going
Nice explanation mam ; mam please upload the video of sewage treatment.
Thanks for your good efforts
Thanku mam such a nice explanation
Mam is settling velocity for d>0.1 to d
Thanks mam
Nice content mam
nice
Ajka sab bounce gaya mam
Nice 👍
Thanku
Ma'am ! The formula which you have used when temperature variation is there is right ?
thanks a lot mam
please continue mam
Mam.... Plz upload more videos...... M fully depending upon u........ September my AEE EXAM
Mam environmental engineering vol-2 bhi padha dijye na please
A settling column analysis is run on a type-I suspension. The settling column is 2 m tall and the
initial concentration of the well-mixed sample is 650 mg/L. Results of the analysis are below:
Time, min. 0 58 77 91 114 154 250
conc. remaining, mg/L 650 560 415 325 215 130 52
What is the theoretical efficiency of the settling basin that receives this suspension if the loading rate is
2.4×10-2 m/min? Which parameters need to be varied to increase removal efficiency?
Is the surface overflow rate equal to settling velocity because formula for both is same...And what is overflow rate actually??
Ur class is fascinating though I'm not Indian but I try to follow up with d little english u use, pls how do u calculate d freeboard
Mam plz. explain what is surface overflow rate. In any tank there is only 2 velocities i.e horizontal and settling
Thanks madam
Mam please video provide kar dijiye 🙏plzz..
@6:50 you said settling zone but it is not. It's SLUDGE zone
Koe other subject lecture available h
Thank you
HIIIII
Volume Of Circulation tank they are 1 mistake in formula.........d2(0.785+0.11D)
But mam say 0.011.....Video Time 27Min.07 sec
Overall Explanation Awesome Mam😊👍
Thank you mam😊❤
Ma’am it’s suppose to be 0.11D not 0.011D...
Where are remaining videos
Exelent mam
what is overflow rate??
Settling velocity ke formule me density q add nahi ki mam d×d/kinematic viscosity hota hai jo ki dynamic viscoity/ density hota hai yeh kon btayega mam
thk u so much mam
Mam continuous liya kro pleas mam
aapke hand written notes kahi mil skta hai.
Thankyou mam 💟
Problem solving videos
Please mam'm video lectures upload karne ka gap 1-2 din rakho ...
Mam next video disinfection sofeting filtration k liye uploads kare plz as soon possible.thanks mamv
@9:16 not stroke law..its stocks law
Next class
Hatt
🛑🛑
If Q and V are given then Q/V will give the cross section area ma'am. you have written it as suface area. Surface area should be Q/overflow rate.
Please clear my confussion ma'am.
Mam u r the best super teaching 🌷🌷🌷🌷🌷🌷🖤🖤🖤💙💙💙💙💜💜💜💜💜👌👌👌👌👌👌👌
Stoke's law ya Stoke's law?
Wahh
Love u mam
Regarding the settling velocity,
If the particle has the velocity greater than the settling velocity (like u said) it will not settle down.
If the flow velocity of the particle is greater than the settling velocity it will never settle down.
It will just escape.
U said it wrong .
Settling velocity should be greater than the flow velocity in a sedimentation tank.
What you said in 13:40 is wrong LOL
Mam please deliver in English that students from every zone of India access your lecture......
Where are waste water engineering videos?
❤️❤️❤️❤️❤️
its not strokes law , its stokes law . please be correct
Madam Aap ek video is cheptar ka Hindi m bana kr dijiyea n mam. English is my poor.
What is Q
Q is discharg of water.
I love you 😘😘😘
volume of circular tank pi/4 * D2 * h tum Kya Bol rahaa hei
Correct hai
😀
Regarding the settling velocity,
If the particle has the velocity greater than the settling velocity (like u said) it will not settle down.
If the flow velocity of the particle is greater than the settling velocity it will never settle down.
It will just escape.
U said it wrong .
Settling velocity should be greater than the flow velocity in a sedimentation tank.
It must be correected
Mere ko lga Hindi ni boligi thank god Hindi me explain ki
@ 9:09 it is not Strokes law I guess it is Stoke's Law, ( I am not a pedant , but this should be corrected ... )
U r so beautiful 🤩🤩 maam
Hindi me samjao medam ...esa lag raha audio book play kari hai
thanks a lot
Thank you mam
nice
Next class
Nice