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Abhijit
เข้าร่วมเมื่อ 26 ส.ค. 2009
Hello, I am Dr. Abhijit Lade and I am a PhD (Fluvial Hydraulics) from IIT Guwahati. I hope you enjoy learning from my fluid mechanics and hydraulics videos.
วีดีโอ
Hydraulic Jump below an Ogee spillway model
มุมมอง 1.8K3 ปีที่แล้ว
Hydraulic jump formation at the foot of an ogee spillway model is seen in a laboratory experiment. #hydraulicjump #openchannelflow #hydraulics #gate2022
Velocity measurement using ADV around bridge pier model
มุมมอง 2K3 ปีที่แล้ว
3D Velocity measurement around a bridge pier model using Acoustic doppler Velocimeter (ADV) at the pier front in local scour zone. #ADV #velocitymeasurement #turbulence #bridgepier #localscour
Turbulent Flow and local scour around a bridge pier model
มุมมอง 3.5K3 ปีที่แล้ว
#flowaroundbridgepier #localscour #flumeexperiment #hydraulics #openchannelflow
Flow around a bridge pier model in a mobile bed flume
มุมมอง 1.3K3 ปีที่แล้ว
Initiation of flow around a bridge pier model in a sand bed rectangular flume at Water Resources Lab, IIT Guwahati. Physical model studies are conducted to study turbulence and morphodynamics around bridge piers. #localscour #bridgepier #flowaroundcircularcylinder #hydraulicmodel #sedimenttransport
![Open Channel Flow - 45 [Characteristics of C1 and C3 GVF profiles]](http://i.ytimg.com/vi/--JGw_0rzEA/mqdefault.jpg)
Open Channel Flow - 45 [Characteristics of C1 and C3 GVF profiles]
มุมมอง 2.1K4 ปีที่แล้ว
In this lecture, characteristics of GVF profiles on critical slope , i.e., C1 and C3 are discussed. #gvfprofiles #openchannelflow #hydraulics #civilengineering
![Open Channel Flow - 44 [Characteristics of S1, S2 and S3 profiles]](http://i.ytimg.com/vi/V0zr1TAwH9E/mqdefault.jpg)
Open Channel Flow - 44 [Characteristics of S1, S2 and S3 profiles]
มุมมอง 2.7K4 ปีที่แล้ว
In this lecture, characteristics of S1, S2 and S3 profiles are discussed. #openchannelflow #GVFprofiles #hydraulics #civilengineering #gate2021
![Open Channel Flow - 43 [Characteristics of M1, M2, M3 profiles]](http://i.ytimg.com/vi/lUpJsnkUYkE/mqdefault.jpg)
Open Channel Flow - 43 [Characteristics of M1, M2, M3 profiles]
มุมมอง 4K4 ปีที่แล้ว
In this lecture, characteristics of M1, M2 and M3 profiles are discussed. #gradually varied flow # openchannelflow #M1profile #M2profile
![Open Channel Flow - 42 [Characteristics of Gradually varied flow (GVF) profiles]](/img/n.gif)
Open Channel Flow - 42 [Characteristics of Gradually varied flow (GVF) profiles]
มุมมอง 3.6K4 ปีที่แล้ว
The characteristics of GVF profiles are discussed in this lecture #GVFprofiles #graduallyvariedflow #openchannelflow #civilengineering
Open Channel Flow - 41 [Classification of GVF profiles]
มุมมอง 5K4 ปีที่แล้ว
In this lecture, classification of GVF profiles is discussed. #GVFprofiles #openchannelflow #civilengineering
Open Channel Flow - 40 [Governing equation of gradually varied flow (GVF)]
มุมมอง 4.5K4 ปีที่แล้ว
In this lecture, governing equation of GVF is derived. #graduallyvariedflow #gvf #openchannelflow #civilengineering #hydraulics #gate2021
Open Channel Flow - 39 (Gradually varied flow - concept, example and assumptions)
มุมมอง 8K4 ปีที่แล้ว
topics covered in this lecture are 1. what is gradually varied flow (GVF) 2. examples of GVF 3. assumptions in GVF theory #graduallyvariedflow #openchannelflow #gvf
Open Channel Flow 38 - {How to calculate sequent depth and energy loss in hydraulic jump problem]
มุมมอง 13K4 ปีที่แล้ว
In this lecture a numerical problem is solved to calculate sequent depth and energy loss in hydraulic jump. #energyloss #hydraulicjump #openchannel #gate2021
Open channel Flow - 36 (classification of hydraulic jump - free jump, repelled jump, submerged jump)
มุมมอง 4.7K4 ปีที่แล้ว
in this lecture, classification of hydraulic jump based on tail water depth is discussed - free jump, repelled jump and submerged jump #hydraulicjump #freejump # repelledjump #submergedjump #openchannelflow #gate2021 #civilengineering
Open Channel Flow - 37 [Classification of hydraulic jump, energy dissipation in hydraulic jump]
มุมมอง 5K4 ปีที่แล้ว
Topics covered in this lecture are 1. Classification of hydraulic jump based on Froude number (USBR) 2. Energy dissipation in hydraulic jump 3. Length of hydraulic jump #lengthofjump #hydraulicjump #energyloss #openchannelflow #gate2021 #civilengineering
Open channel Flow - 35 (Equation of Hydraulic Jump
มุมมอง 4.8K4 ปีที่แล้ว
Open channel Flow - 35 (Equation of Hydraulic Jump
Open Channel Flow - 34 [Rapidly varied flow - Hydraulic Jump concept examples and applications]
มุมมอง 10K4 ปีที่แล้ว
Open Channel Flow - 34 [Rapidly varied flow - Hydraulic Jump concept examples and applications]
Open Channel Flow - 33 (Specific Force diagram , sequent depth/ conjugate depth)
มุมมอง 4.7K4 ปีที่แล้ว
Open Channel Flow - 33 (Specific Force diagram , sequent depth/ conjugate depth)
Open Channel Flow - 32 [Flow over a hump problem]
มุมมอง 4.7K4 ปีที่แล้ว
Open Channel Flow - 32 [Flow over a hump problem]
Open Channel Flow -31 [Channel Transitions - Flow over a hump]
มุมมอง 9K4 ปีที่แล้ว
Open Channel Flow -31 [Channel Transitions - Flow over a hump]
Open Channel Flow - 30 [Problems on critical depth calculation]
มุมมอง 8K4 ปีที่แล้ว
Open Channel Flow - 30 [Problems on critical depth calculation]
Open Channel Flow - 29 [Critical depth computation, Section factor Z, Hydraulic exponent M]
มุมมอง 7K4 ปีที่แล้ว
Open Channel Flow - 29 [Critical depth computation, Section factor Z, Hydraulic exponent M]
Open Channel Flow -28 [Problem on open channel flow concepts]
มุมมอง 2.3K4 ปีที่แล้ว
Open Channel Flow -28 [Problem on open channel flow concepts]
Open Channel Flow -27 [Problem on specific energy, uniform flow and type of slope]
มุมมอง 2.8K4 ปีที่แล้ว
Open Channel Flow -27 [Problem on specific energy, uniform flow and type of slope]
Open Channel Flow - 26 [How to calculate alternate depths and Froude number]
มุมมอง 9K4 ปีที่แล้ว
Open Channel Flow - 26 [How to calculate alternate depths and Froude number]
Open channel Flow - 25 [Specific Energy for varying discharges, condition for maximum discharge]
มุมมอง 3.5K4 ปีที่แล้ว
Open channel Flow - 25 [Specific Energy for varying discharges, condition for maximum discharge]
Open Channel Flow - 24 [Critical Slope, Steep Slope and Mild Slope]
มุมมอง 6K4 ปีที่แล้ว
Open Channel Flow - 24 [Critical Slope, Steep Slope and Mild Slope]
Open Channel Flow - 23 [Concept of Specific energy, conditions of critical flow, Froude number]
มุมมอง 12K4 ปีที่แล้ว
Open Channel Flow - 23 [Concept of Specific energy, conditions of critical flow, Froude number]
Open channel Flow - 22 [Problem on most efficient triangular section]
มุมมอง 3.4K4 ปีที่แล้ว
Open channel Flow - 22 [Problem on most efficient triangular section]
Open channel Flow - 21 [Hydraulically efficient triangular section derivation]
มุมมอง 2.3K4 ปีที่แล้ว
Open channel Flow - 21 [Hydraulically efficient triangular section derivation]
JazakAllah Kheir Sir respect ❤❤❤
thanks sir
nice video tnx sir
Sir, Can you upload videos on Notches and weirs
@@asbernraj2557 will try
how to estimate material in open channel structure ?
The series on ocf in the entire TH-cam ❤ I got full marks in my all exams by following those lectures😌 Abhijit sir is best ❤ thank you for this master class series 🙏🙌 I hope sir will teach different fluid related subjects as well
i wish now u r flying with higher goals. damn, ur entire explanation is so beautiful. i fell in love with ur teaching methodology.
Sir, can you please upload videos on Notch and weirs
thank you sir
Sir, water is unstable in Critical flow . And at critical depth minimum specific energy is enough for maximum discharge... Is this statements related to each other
best teacher best teacher ever
🥺🥺 why is this video so good ?
Laminer flow
Thank you sir!!! Best videos ever! Please recommend us a good Open Channel Hydraulics reference book or textbook, thank you
thank you
beautiful explanation
Extraordinary ❤
Can you upload more videos on fluid mechanics
sir, why momentum correction factor beta not considered in newton second law equation? Do we consider actual velocity or average velocity in equation?
Kindly reply sir ..
@@kanduridinesh2608 whenever we are using the quantity momentum..we should use momentum correction factor if average velocity term is used.
thank you very much bro you are making us love this course! you did did it
Thank you for your explanation. It made it so much easier to understand.
@@ricorico8786 thanks ❤️
That was nice
sir hydraulic radius or hydraulic mean depth depth same hain different( answer with reference )
Tnx
Pls which textbook are you using for this
@@kilobyte7814 subramanya open channel hydraulics
The way you teaches is superb ❤thank you sir
Good Man
Very helpful video👏👏👏 Sir what are you doing now?
@@mohdenzemam3989 thanks..currently I am working as Assistant Professor at The Department of Civil Engineering VNIT Nagpur, India.
Why we us depth is twice
What a teaching skills 👌
@@rahul_world thanks ❤️
great video
@@RoshanPandey-m7q thank you ❤️
Wao! I really enjoyed your lecture. Thanks most profoundly. I am Mr. Jeiyol Emmanuel from Nigeria. Have some questions and I don't know whether I should write through your mail?
🎉
Thanks
Thanks ❤
Such a great teacher. I missed old days in school. You are explaining things in the best way. thanks for creating this video.
Thank you so much for your words ❤ ❤ ❤
Why suddenly y become y cube sir?
Thats because he added y and 0.342/y^2
You know your stuff sir, I wished we had hydrostatics, hydrodynamics, pipe flow, and pumps. You content is good sir, continue please🔥🔥🔥
Thanks❤...i really want to do all that topics..hopefully i will find time as do that in near future!!
Sir in my case , 0.0006 is written as 1/1468 . how????
It's one and the same...actually bed slope is written as 1 vertical in x horizontal distance..there for 1/x ..so in your case 1/1468 means bed slope is 1 unit vertical to 1468 units horizontal..which is also equal to 0.000681.
Sir you are god Thank you so much I want you to make more videos according to aktu exam pattern please guide us sir
Sir you are god Thank you so much I want you to make more videos according to aktu exam pattern please guide us sir
Thank you
Pleasure ❤
Good word ❤️🔥
sir pdf uplaod kr dia karoo....
Uyibakhulu sani ndikothulela umqwazi 🙏
Thanks
Thank you Sir!
❤
special thanks about the simple equation of GVF, it helps a lot to understand different profiles!
You are the best❤
Hi ser. First i want to appreciate your teaching style and am taking a note from your video ..but one thing is not clear to me which is about energy depth relationship? If energy is depth plus velocity head without elevation head, how can we say there is flow without elevation head difference ???
Thank you dear for your comment..really glad you are taking notes.. i am trying to understand your question..we can discuss it throughly and i will try my best to solve your doubt's..you can write on my email abhijeet.last@gmail.com
thank you sir ur videos are very helpful and clarified my doubts
Thank you ❤ ❤
Outstanding experience ❤
Thanks
Thank you so much for this nicest lecture
Thanks❤❤❤