Determination of Coefficient of Permeability | Lecture 5 | Geotechnical Engineering

  Рет қаралды 140,896

GATE ACADEMY by Umesh Dhande

GATE ACADEMY by Umesh Dhande

Күн бұрын

Пікірлер: 72
@sushantkumarlal6695
@sushantkumarlal6695 5 жыл бұрын
sir if you could upload a video on field tests too for determining permeability, it would be much more help to us. with regards
@civilengineeringguruji7455
@civilengineeringguruji7455 5 жыл бұрын
Highly thankful sir ... Your lecture is more helpful for exam sir Please sir provide us more video
@sajjansingh4329
@sajjansingh4329 4 жыл бұрын
Thank you sir for this lecture..to the point concept...
@pawanchoudhary5858
@pawanchoudhary5858 5 жыл бұрын
Sir why we are using Darcy's law for gravel in case of constant head permeability test
@AnkitSharma-yu7de
@AnkitSharma-yu7de 4 жыл бұрын
He used it for coarse soil i.e sand
@Harwinderbajwablogs
@Harwinderbajwablogs 5 жыл бұрын
Thks so much sir .. plz cover the evry chapters of geotechnical engg.
@sheldoncooper1593
@sheldoncooper1593 5 жыл бұрын
Great content sir..keep up the good work..
@safalsafal2429
@safalsafal2429 3 жыл бұрын
Thank you sir bottom of ❤️ heart
@NitishKumar-me5sg
@NitishKumar-me5sg 5 жыл бұрын
Your lecture very useful
@tejshsahu9640
@tejshsahu9640 3 жыл бұрын
Helpful session sir
@2000setu
@2000setu 4 жыл бұрын
Which book should I prefer for geothermal engineering?
@atul-babaria
@atul-babaria 4 жыл бұрын
Thank you sir bahut Acha lga class concept clear Ho gya Sara
@sasibhushan2200
@sasibhushan2200 6 жыл бұрын
Thank you sir please do more nd do for rcc
@DhirajKumar-ku6dw
@DhirajKumar-ku6dw 4 жыл бұрын
Good knowledge ♥️
@mrindianhackersfan854
@mrindianhackersfan854 4 жыл бұрын
4:00 Constant head method
@activelife5186
@activelife5186 5 жыл бұрын
Awesome sir🙏🙏🙏🙏
@richa2264
@richa2264 3 жыл бұрын
To good sir 🥰🥰
@SalmanAli-qy5fk
@SalmanAli-qy5fk 4 жыл бұрын
Thank you so much sir 🔥🔥🔥
@naveedkhantalib6690
@naveedkhantalib6690 4 жыл бұрын
Thank you so.much sir ... Best way to teach
@cutebaby4270
@cutebaby4270 4 жыл бұрын
Very very thank you so much sir, this is very helpful your this lecture
@nivik4559
@nivik4559 5 жыл бұрын
thanks alot sir 😊
@shivank725
@shivank725 5 жыл бұрын
sir you have mentioned in this video that we are cnsidering the flo through coarse grained soil and applied darcy law but you have mentioned in your preious lecture that darcy law is valid only for fine sands and coarse silt then how can we apply darcy law in this senario ?
@ankurmudgal5106
@ankurmudgal5106 5 жыл бұрын
same questions from me, how can we get answer??
@perfectbasics238
@perfectbasics238 4 жыл бұрын
Bro Darcy law is valid for laminar flow i.e. Reynolds number less than 2000...No matter what is the type of soil, flow should be laminar..
@keshavkishorsahay1515
@keshavkishorsahay1515 4 жыл бұрын
17:54 Nahi maan-ne denge sir 😅
@khemrajmeena5780
@khemrajmeena5780 6 жыл бұрын
Thank you sir
@stockist-foniftybanknifty3544
@stockist-foniftybanknifty3544 5 жыл бұрын
Sir, i do have a querry. In capillary permeability test. Are h1 and h2 are related to x1 and x2. I mean in distance that you allocated to on the piezometer. I mean distance between the two piezometer, are random?
@anupampandey5744
@anupampandey5744 4 жыл бұрын
Yes the distance between two piezometer is random as u shift the second piezometer to end of apparatus the head loss will increase corresponding to that.... Coffecient of permeability is ratio brother
@chiragsharma6261
@chiragsharma6261 3 жыл бұрын
If degree of saturation is zero(dry soil), what will be the result of capillary permeability test? It will create infinity in the right side of the equation.
@kumarvermakri
@kumarvermakri 4 жыл бұрын
sir,when water flow through soil in capillary method,clay becomes fully saturated or 100 percent. how flow takes place???????
@Riteshkumar-zf1hw
@Riteshkumar-zf1hw 6 жыл бұрын
Best sir
@er.arpitmishra5455
@er.arpitmishra5455 4 жыл бұрын
sir mera ek question h kya ye sabhi 62 lectures soil mechines gate 2021 ka complete course hain
@Wtever
@Wtever 4 жыл бұрын
may i ask u a question sir?? in second test fallinghead test are the h1 and h2 are taken from same level from bottom ?? because after t2 some water also add in containr which will increase the h2 from bottom...will this uprise count in this test???
@hemedjuma5786
@hemedjuma5786 2 жыл бұрын
Perfect 👌
@vikramsingla13
@vikramsingla13 4 жыл бұрын
Very nice sir ji
@gamefame3863
@gamefame3863 3 жыл бұрын
Are this videos enough to prepair for gate exam.... Or I should also purchase your online course..... Plz do reply...
@Ankityadav-sr9bg
@Ankityadav-sr9bg 5 жыл бұрын
Thanks you so much sir please keep it up
@NitishKumar-me5sg
@NitishKumar-me5sg 5 жыл бұрын
Sir foundation ka lecture provide kejea
@lalukumarverma4721
@lalukumarverma4721 6 жыл бұрын
Thank you sir soil mechanics ki daily class chalegi sir
@ajithv9867
@ajithv9867 4 жыл бұрын
Sir is continuity equation used in only for laminar flow or it can be for any flow
@lawrenceluttah4154
@lawrenceluttah4154 4 жыл бұрын
Continuity is for laminar flow only. Otherwise, in for example turbulent flow, the velocity is not proportional to the gradient. For that reason, when drawing a graphical relationship, it would be a smooth straight line curve.
@rahulreddy96
@rahulreddy96 4 жыл бұрын
Applicable for only laminar
@stockmarketking7657
@stockmarketking7657 5 жыл бұрын
Nice teaching
@yogeshks3337
@yogeshks3337 5 жыл бұрын
15:08 Sir I think that bottom level of h1 and h2 should be different bcz of at time t1 less water is collected and after t2 water level will rise in collecting tank. I studied soil mechanics B.C. Punmia there also same problem I faced Please help
@kartiksingri5962
@kartiksingri5962 5 жыл бұрын
The h1 and h2 should be taken from the same reference, as we are considering the difference between these. The reference should not be necessary to consider at the collecting tank, it can be anything else.
@anupampandey5744
@anupampandey5744 4 жыл бұрын
Reference does not matter bro it is just to measure the ratio of head loss to length of flow, head loss corresponding to the initial discharge and upto the level of second piezometer
@Johanislive15
@Johanislive15 2 жыл бұрын
Motu jaan ❤
@ravibishnoi8325
@ravibishnoi8325 3 жыл бұрын
❤️❤️❤️❤️
@siddharthupadhyay8121
@siddharthupadhyay8121 4 жыл бұрын
constant head falling head capilary permiability test
@ajithkattela3676
@ajithkattela3676 5 жыл бұрын
capillary permeability test formula, how did u derive that? give me the derivation link or any reference..!!
@Wtever
@Wtever 4 жыл бұрын
page no-153 of Soil mechanics and foundation engineering book by Dr. K.R Arora...
@aadihellboy89
@aadihellboy89 4 жыл бұрын
Sir How to determine in-situ permeability by Test Pit Method
@deepakmandal9690
@deepakmandal9690 4 жыл бұрын
nice
@victorani4459
@victorani4459 Жыл бұрын
I love ur lectures sir but I don't understand it language....can't u use English for ur teachings ?
@nirmaljain5969
@nirmaljain5969 5 жыл бұрын
Maja aa gaya.
@ajithv9867
@ajithv9867 4 жыл бұрын
What is meant by capillary head?
@rahulreddy96
@rahulreddy96 4 жыл бұрын
Sir compaction how to affect permeability.. ! 🙄 Anyone ans please.. ?
@Ali_bhai906
@Ali_bhai906 5 жыл бұрын
sir... why discharge through the soil sample and tube is same ????
@perfectbasics238
@perfectbasics238 4 жыл бұрын
Bro water is discharged at constant rate...For pipe velocity is more area is less and for soil sample area is more but velocity is less...So u will get same discharge by continuity equation..
@ajaz3314
@ajaz3314 5 жыл бұрын
How I can get all video
@rajmanish502
@rajmanish502 4 жыл бұрын
sir Rcc ka pura lecture uplode kijiye n
@sk8rlt
@sk8rlt 5 жыл бұрын
Is he speaking two languages at the same time?
@jitenhazarika4852
@jitenhazarika4852 5 жыл бұрын
Sir why we insert piezometer here
@ashutoshrajhans83
@ashutoshrajhans83 5 жыл бұрын
To see the magic😂😂
@ashutoshrajhans83
@ashutoshrajhans83 5 жыл бұрын
It is inserted to measure the length of floww
@aaryastarks9972
@aaryastarks9972 3 жыл бұрын
q kia
@kuldeep42332
@kuldeep42332 4 жыл бұрын
Bhai tu ek language bol yr. Or tu pakata bahot hai. Rahem kha 2min ke liye ☹️
@yashsingh6505
@yashsingh6505 3 жыл бұрын
Bilkul jhatu smjha rhe h sir khud hi bhull ja rhe h baar baar
@sujankisku6101
@sujankisku6101 6 жыл бұрын
Thanks Sir
@shivasaha9765
@shivasaha9765 3 жыл бұрын
Thank you sir
@Prakrti-qc2ts
@Prakrti-qc2ts 8 ай бұрын
thank you so much sir
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