Problems on hardy cross method

[@alialthagafi6616]

I don't speak your language BUT I understood every thing. YOU ARE AMAZING

[@anuchaudhary5275]

he is speaking hindi

[@dibakarpaul4788]

I don't understand reading s.garg book that how much time correction have to made in pipeline... now I understand it is for ∆Q =0 ....& ur method also easier than s.garg book problem..... thanks sir

[@amanbhoyar7571]

Thank you so much sir for giving 13 marks on hardy cross method ...nice to learn that lesson

[@MOTIVATESSOMEONE]

😂8 hotaa haii bhaiii

[@tarunkumarsingh6366]

really helpful sir , bahut bahut dhanywaad isko itni saralta se samjhane ke liye

[@JitendraYadav-kj1vv]

you are the best teacher ever 🙏🙏🙏🙏frm@NPL

[@prajvaldudhbale5418]

Mind blowing teaching....thank you so much sir for the video

[@sscjeclassesformechanical8320]

Mind blowing sir...i am mechanical engineer enjoyed like anything

[@blessingxaba5487]

your a super star,that is excellent every thing is now clear,please keep it up show us some more vidios

[@AhsanAli-ty7rl]

Concept maker❤️ Love from Pakistan 😊.

[@amitrajranjan2363]

Mai apke channel pe nya hu aapka lecture bahut useful hai sir, thanku

[@basantkumar3056]

Thank You ISr For providing Good Network Analysis problem Solving by very easy method.

[@biplabtalukdar1314]

Thanks Sir...... for your great lecture. Please Sir water Hammer in Pipe ka jo series hay oska video banaya Your Video is very helpful

[@lakshyasethi9727]

you are doing a great job sir. respect.

[@manubansal9293]

Great explanation, understood in first attempt 😊

[@nick-go1en]

R.K Bansal book - Fluid Mechanics , Page no.530 , problem - 11.56 Btw good explanation 👍👌

[@theclue-inrostrum236]

The book am getting has 287 pages only

[@theclue-inrostrum236]

Send me the link of this book kimdly

[@saurabhnegi1169]

Hamesha ki trh behtreen..

[@jaisinghverma3716]

Sir please try to keep the adds in the beginning. Your way of explaining is awesome.

[@silpidas5168]

Thank you sir for your wonderful explanation 😊

[@drivex1718]

In second trial the value for Q of pipe DB was 2.5 but you put 1 instead of 2.5 I lost all the Concentration there😢😢

[@abhrajitsaha7]

Thanks sir!

[@Terzagi]

Very clear explanation sir Excellent Thank you

[@AmalRajaniSathian]

I learn done.. You are amazing 👍

[@ganeshbahadurlamichhane9112]

Sir ILD(influence level diagram) ka videoo. Banayeyanaaa plzzz.......

[@madhurareddy]

Great explanation sir 👍

[@amartyawaghmare3791]

And sir 1st time coomon pipe ke leiye jo BD hay to 1st loop may aya hay usui se minus or plus krne ka kt

[@civilengineerssitetraining4315]

Thanks sir G. You cleared all my points

[@pannagesh6244]

Really excellent explanation sir

[@dharmayudh2312]

Great job sir 👍

[@sonalirana6114]

Tnxx for making such topic easier

[@raghuvaranmaharaj8518]

Mind blowing explanation sir,tnq

[@shafiullahekhlas2641]

Thank you so much sir. It was really helpfull for analysing of loops. But i did not understand the diameters of pips In that loop. If you or somels answer me it may be your kind.thanks

[@shujathali716]

Thankyou sir, wonderful explanation

[@ajeetkumar8994]

good one ,less confusing .Thank you sir

[@jathinreddy9322]

Best explanation

[@avishekparajuli8817]

thank u sir from nepal

[@md.saddamhossain2034]

Excellent explanation.

[@chandrashekharhindu9433]

Nice explanation.....easy but lengthy question.....GATE me aa skta h ESE pre me nhi possible h

[@crickw4456]

thank you so much sir 😇🤩

[@Soniya-1s3]

Del Q ka final ans negative me aa ya toh chelga kya dono loop ka

[@saurabhmore7004]

Thanks sir😊 great explanation

[@osamaanwar3073]

thankyou very much sir understand everything

[@sarbagyaadhkari6159]

Sir if possible please make video of three reservior problems

[@AKunalkashyap-gn9nz]

👍👍👍very nice

[@beenasshorts2793]

Explained so perfectly....thanks a lot sir ❤️🤗

[@physicsgems5191]

thank you so much sir ,.

[@mujahidfaraz9127]

Very helpful video.

[@jayeshulhasupasani3114]

Nice video sir thanq

[@dsharma943]

Sir, I’m from Nelpal. One videos for moody chart problem

[@lokeshvardhan7704]

Wow👏👌

[@kaiserganaie]

Thank you so much sir🧡

[@AKHILESHKUMAR-sf1yz]

Well explained sir

[@divyaeshyadav7549]

Great sir 😊

[@debrajmitrachowdhury5655]

Thank you so much, sir. please provide some software basis lesson.

[@shubhamsawant7739]

Nicely explained

[@anishlamsal6022]

can you make a video on Three reservoir problem of pipes of Hydraulics

[@danishdarvesh4635]

Zabardast 🔥🔥

[@nayonlakshitha119]

super understood well

[@pratikroy6167]

In books ∆q must be equals to zero sir ?

[@divyanibangalkar4786]

sir can you make a video on numerical of MPN ( Most Probable Number ) in Environmental Engineering

[@shubhammankar5616]

Thanks sir great explainetion

[@mdirshadalam5825]

Which is different from hydraulics

[@fe_500]

Sir plzz make lacture on... Design of balancing reservoirs

[@amitrajranjan2363]

Sir agar playlist me lecture ka number rhe serial wise to kar dijiye taki padhne me serial wise padhai ho please sir

[@sanjeevyadav-xi8bb]

Nice one

[@sandipbudhathoki5737]

Thankyou very much sirrrr

[@BilalKhan-ye6ld]

superb bro

[@sahil_patil3660]

Sir, if r is not given then what to do plz reply. (que paper civil, sem4, FM2, may 2022, Q4c)

[@gate4civil691]

Very nice sir

[@pratikroy6167]

Hi sir ! For discharge Q at pipe BD shouldn't we have to take negative -1 in table?

[@alapkcm4726]

I think the negative sign was only meant to switch the direction of flow. The magnitude still remains 1

[@sagorash9905]

Thank you,Sir

[@nomathembadube9042]

Thank you😊

[@utkarshsaxena323]

thankyou sir

[@sujeettripathi2866]

Thank u...sir😊

[@imprashantyadav01]

Gajab❤

[@ROHITSingh-hs1je]

Awsm. Sir

[@sayanroy6565]

Thank You so much Sir

[@vaibhavgabhale9506]

Thank you so much sir 🔥

[@allyoulove4671]

Great sir

[@mkurbanali]

Thank you sir🇳🇵

[@deepalichaudhary6468]

Thank you so much

[@agavaneaniket8233]

Sir how you have took the value of n as 2 in Head loss??

[@monatestays7416]

For fully turbulent flow n=2

[@125_kambleajinkyasunil4]

Well explained

[@shreyasbajirao8500]

In which college does he teach ?

[@ibrahimaminu4537]

Thank you very much this video really helped me. Please can you show me how create these loops in municipal water supply system?

[@khagendrakd222]

Thanks sir

[@chetankumarpattar382]

Tnks a lot sir

[@rezaulshowrov1692]

Parallel pipe and branch pipe video needed

[@sarbagyaadhkari6159]

Thank you sir

[@mdirshadalam5825]

Sir numerical on equivalent pipe method in environmental

[@civiljr6371]

Maja aa gaya sir

[@anandhnandhu1567]

Tqq so much

[@animxplainer]

What if valve is provided in hardy cross !

[@mujahidrefai7031]

Sir what if our value for ∆Q is + ve and we subtract it in clockwise flow n add in anticlockwise flow n vice versa Will the answer will come same

[@ashwindhital8769]

I m also confusing in this step. My teacher doint in this way bt sir in vidoe opposite

[@amartyawaghmare3791]

Sir or 1 sum lete na hardy cross method pr or detail may smaj jata

[@bharathrajdumpala7827]

Sir for DB and BD you have taken 0.7 instead of 0.9 why sir

[@fe_500]

Thanks sir..

[@raviraj5890]

Sir BOD environment engineering numerical kra dijye semester exam h...plz

[@princealex624]

Super

[@rajibhasan6899]

thanks a lot man.

[@ankushverma450]

Thanku sir