Numerical on syphon

  Рет қаралды 17,967

Pavika fluid says Tawi

Pavika fluid says Tawi

Күн бұрын

Пікірлер
@pushkarkhambekar2339
@pushkarkhambekar2339 23 күн бұрын
U can use H=fLQ^2 / 12.1d^5 to find discharge
@rishabhbansal8920
@rishabhbansal8920 5 жыл бұрын
Thank you sir. You explained siphon & pressure measurement in very nice manner.👍
@NIHAL2325s
@NIHAL2325s 2 жыл бұрын
Kya mast padato ho sir app
@nabinthapa6907
@nabinthapa6907 2 жыл бұрын
Pressure at summits( -) me aasakta hai ki nai sir
@shardullokapure2167
@shardullokapure2167 7 ай бұрын
BEST CHANNEL!!!!
@anilsharma-ev2my
@anilsharma-ev2my 4 жыл бұрын
Siphon key numerical par koi app hai kya Herons fountain ka bhee bata dijiye koi formula hai to taki hum bizli bana saktey hain jab suraj kuch saal main lockdown ho jayega ?
@Soham_Rawalgaonkar
@Soham_Rawalgaonkar 2 жыл бұрын
Sir thank you so much I had exam today and I am going to score good marks in Fluid Mechanics.
@anilsharma-ev2my
@anilsharma-ev2my 4 жыл бұрын
How much biggest wider pipe are possible for siphoning?
@kamaldhojadhikari4946
@kamaldhojadhikari4946 5 жыл бұрын
thank u sir watching from nepal plz make a video pipe network hardycross method
@yasarali45
@yasarali45 2 жыл бұрын
Explained also bell bawl syphon... Make Boyle's flask perpetual 😁😁😁😁
@anilsharma-ev2my
@anilsharma-ev2my 4 жыл бұрын
Negative pressure maximum kitna ban sakta hai ?
@anilkumarsharma1205
@anilkumarsharma1205 5 жыл бұрын
sir kya aap heron's fountain, boyle's flasks equation and siphon and inverted siphon ki sabki equation ko compare karkey hum ismay sey free energy from atmospheric pressure ko nikaal saktey hain, please discussed it, so we got that perpetual motion by using water turbine or generators running by flow of water so we got extra power for putting the final outflow back to the upper hand tank this is very much good comparison for further generations
@imstudent1979
@imstudent1979 5 жыл бұрын
Thanks ...Sir very nice explanation...
@niazahmad350
@niazahmad350 3 жыл бұрын
One question sir, if we had to find the pressure on summit then why we stopped at pressure head?
@eineleben
@eineleben 5 жыл бұрын
Practically, can u fit pipe at below level of water, which u draw in figure?
@syednoorkhanshahsbk68
@syednoorkhanshahsbk68 Жыл бұрын
great..
@yourchannelinmovies457
@yourchannelinmovies457 7 ай бұрын
Thnax sir😊
@phanikumar3353
@phanikumar3353 4 жыл бұрын
Sir can I know how to find the distance of siphon from one reservoir to siphon
@MDXYZ-gc5pg
@MDXYZ-gc5pg 2 ай бұрын
Sir ZA main bhot confused horaha hoon
@neelambhandari3144
@neelambhandari3144 4 жыл бұрын
Plz sir bring the problem on orifice
@TheRock-fv8vj
@TheRock-fv8vj 6 жыл бұрын
Sir is the Darcy's weisback equation right? I went online and I didn't find 4 as a multiple in the equation. Please clearify🙏
@arjunnagisetty2822
@arjunnagisetty2822 5 жыл бұрын
Hi Sachin ji i know that simple in Darcy weisback equation f= friction factor,,,,,,, but 1 friction factor= 4 times of friction coefficient
@gokuljana8067
@gokuljana8067 3 жыл бұрын
Sir Dr RK Bansal ka book mea problem ka Answer =-7.3945 dekara ha.
@muzamelpamir4336
@muzamelpamir4336 5 жыл бұрын
Thanks 🙏🏻
@anilsharma-ev2my
@anilsharma-ev2my 4 жыл бұрын
Datum line key upar taira positive possible power Datum line key nichey duba negative impossible - power ? ???????????????
@sayanbanerjee8727
@sayanbanerjee8727 5 жыл бұрын
sir water hammer ka vedio bana dije
@yogeshpokhrel8061
@yogeshpokhrel8061 3 жыл бұрын
Hl=4(fLV^2)/(2gD) ????...plz clear me..i think Hl will be (4LV^2)/(2gD)
4 жыл бұрын
Sir, it is not clear why u have taken arbitrary value 10.33 m ,please clearfy with justification
@nabamhinaabo3418
@nabamhinaabo3418 3 жыл бұрын
1 atm pr= 101325 N/M^2 =>p/density×g 101325/1000×9.81 H=10.328 m of water
@pankajrana3702
@pankajrana3702 2 жыл бұрын
❤️❤️
@amiyarana8733
@amiyarana8733 Жыл бұрын
Excellent sir, apko mujhe se 💯💯 🙏🙏. Need your blessings sir
@avishekparajuli8817
@avishekparajuli8817 5 жыл бұрын
from nepal
@yubrajkarki.
@yubrajkarki. 3 жыл бұрын
please make a clear handwriting and don't explain in a fast way. explain it properly and write with neat and clean handwriting. please make a video of solving specific energy for flowing water at contraction in a rectangular channel. I am a civil engineering student from Nepal and currently i am giving my final examination and i have got problem in solving Numericals problems in a rectangular channel. i have a question for as given by my university. Q. The discharge of water through a rectangular channel of width 8m, is 15cumes per sec when the depth of flow is 1.2m upstream of contraction width 5m. Neglect losses. Calculate: (i) specific energy of the flowing water at contraction. (ii) critical depth and critical velocity, at contraction. (iii) specific energy with no backwater at contraction.
@souravagarwal8228
@souravagarwal8228 5 жыл бұрын
Why you waste so much time teaching same thing 100 times
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