S-Curve & Method of Superposition | Engineering Hydrology

[@SurajPandey-qe5sp]

U r explaining very concisely at the same time from very basic making it visualise, I have to admit it's even better than some of the nptel videos, I have seen all ur hydrograph videos. Thank u so much sir

[@APSEDUVERSE]

That's great to hear Suraj. Keep watching :)

[@siddarthlanba]

Thanx a ton man, i wish my teachers were as good as you! Keep up the good work!

[@ShivamSahu-iu3fp]

Thanks a lot sir 😍 i am going to skip hydrology for GATE but now i can do better in it and again thank you so much.

[@amandadube156]

like magic, now everything makes sense. Thank you sir!!!!

[@PCgamerChannel]

One of the few good water resource engineering professor out there

[@ravipratap5811]

Sir u r great ur effort is too good for student like us Love u sir

[@APSEDUVERSE]

Thanks Ravi Pratap, have you checked our site learn.apseduverse.com/ ? Video lectures covering entire syllabus with study material, test series and most importantly, doubt support! Starting from Rs.1399/-

[@DC-nn9fq]

"So i think you have understood, whatever i have told here." Beautiful.

[@akarja]

Awesome effort thank you sir

[@abidhasan4184]

THANK YOU So Much......Specially for S Hydrograph

[@tabishhayat3085]

Thank you so much brother for your videos... It is very much helpful... One thing I wanted to say is please name the video in serial number order so that linked videos will be easy to find....

[@APSEDUVERSE]

In playlists you can find them in order. :)

[@arbulness2004]

second video derivation of 2 hr uh from 4 hr uh hydrograph sir???

[@kamalinidevi4259]

Very nice 👍👍 so wonderful

[@jaycharan1531]

Thanks sir for this videos....i hope it will help me in gujrat engineering services exam...

[@APSEDUVERSE]

All the best Jay :)

[@shobhitmishra6199]

Extra ordinary work

[@vjusticec]

Great video and very helpful, thank you!

[@shashanksharma6865]

Thanks man, great help ☺️

[@APSEDUVERSE]

Hope you have checked our site too!

[@confused_Desi_brain]

Tq for ur content

[@shardoolkatiyar6010]

Keep going bro

[@muazzamrasoolkhan2043]

impressive work

[@phindilembatha567]

How did you get the third column? The purple one?

[@bhaskarchandra1]

The way of explanation is very good.

[@APSEDUVERSE]

Thanks Bhaskar! Do check our website (learn.apseduverse.com/) if you like our explanations :)

[@anilkumarsharma8901]

Har trade ka app banva do⌚😇😇😇😇 sab asaan ho jayega

[@maheshkanyal7007]

precisely explain..

[@sangamesh2727]

Excellent explanation.

[@APSEDUVERSE]

Thanks Sangamesh!

[@Roarking1999]

thank you

[@stinkyoldmonk8982]

A 3 hour unit hydrograph for a basin is assumed to have a shape of a triangle of base 24 hour and peak of 50 cumec, occurring after 08 hours from the beginning. A 3 hr storm occurred over the basin with an intensity of 2.6 cm/hr. Assuming an average loss rate of 6 mm/hr and a constant base flow of 6 cumec, determine the stream flow at 4, 8 and 16 hours from the beginning. Also calculate the area of the basin and its coefficient of runoff. Can u please solve this for me, i m totally frustrated plz help me

[@kamalinidevi4259]

Thank you sir

[@vikaskumarsingh2768]

Sir tarika bhut bdiya smjhate ho But yaar aap systematic way m nhi likhte Kuch mbhi kahin pr bhi likhne lg jate ho Or nahi ques. No. 1 wagreh daalte Jab mrzi chalu kr dete ho kahi bhi asa mt kro Way of writing thik kriye Baaki bhut bdiya smjhate ho Great

[@hhcdghjjgsdrt235]

sahi bola vai

[@ahmadhaziq3358]

i owe you one sir

[@Studyhub56]

Which app u r using sir??

[@APSEDUVERSE]

One Note

[@bharath9518]

Good explanation

[@APSEDUVERSE]

Thanks Bharath , hope you have checked our site too : learn.apseduverse.com

[@shivakumarpalavalasa6493]

Can we derive a 3 hrs unit hydrograph from given 5hrs unit hydrograph?

[@APSEDUVERSE]

Yes we can derive it. The data should be available in 1hr interval for it.

[@shivakumarpalavalasa6493]

1 hr? Means the interval should be one hour!!?

[@nareshpatil2785]

thank u sir...

[@SunilKumar-bn7fm]

Sir plz upload from 4hr duration to 2hr duration hydrograph.... Or suggest me if there is already..

[@kavishdaya3594]

did you find one

[@trollpasangasalem5152]

This is for gate or ESE??

[@Giath0music]

Can I give more than 1 like!? It deserves so!

[@APSEDUVERSE]

Ha ha, thanks man ! :) Do watch our other subject videos too.

[@saifchowdhury3581]

At the end, shouldn't the Qs = A * D Instead of Qs = A/D ?

[@SurajPandey-qe5sp]

Actually area(cm2)*intensity(cm/hr) gives discharge(cm3/hr) Where intensity is 1/D(cm/hr) That's why it must be A*(1/D)=A/D

[@saifchowdhury3581]

Thanks! Since it is a unit hydrograph, thus the corresponding excess rainfall depth is 1 cm... I had forgotten that.

[@abhinavsharma9243]

Qs = A(km^2) * 1cm / D (hrs) Qs = A *10^6 m^2 * 0.01 m / D hrs Qs= A *10^4 m^3 / D (hrs) Qs = 2.778*A/D (m^3/s)

[@anshulgupta6117]

sir please help me with gate AG 2010 question no. 55. question:the peak of a flood hydrograph due to a 1h duration isolated storm in a catchment of area 13.45 sq km is 135 m3/s. the total depth of rainfall is 54 mm. assume a constant base flow of 10 m3/s and phi index equal to 4mm. Q54: the peak of 1h unit hydrograph for the catchment in m3/s is: a) 15 b) 20 c) 25 d) 30 Q55: assuming the above 1h unit hydrograph to be trangular in shape with the time to peak as 1 hour,the peak of the 2 h unit hydrograph for the catchment in m3/s is: a) 13.25 b) 18.75 c) 21.25 d) 26.75

[@mariladdu]

q.54 answer is ((135-10)m^3/s/(5.4-0.4)cm)=25m^3/s q55:first calculate base period using: area of UHG =(depth of runoff*catchment area), i got base period 3 hrs here. then plot 1hr UHG and another UHG lagging 1hr. Then at time =2; we get max ordinate of DRH actually I got. I got the value as 37.5. after we need to divide the value with 2 to get peak of 2hr UHG. the value i've got is 18.75. correct me if im wrong.

[@anshulgupta6117]

Thanku sir

[@sagarsharma8744]

Good

[@ashishahuja1850]

How 2 convert 4hr UH to 2hr plss sir jaldi btado ppr h

[@er.shivrwt5313]

Ye to simple waale hai, 2hr sei 7hr waale karwao sir

[@silentstormbiro4430]

S curve in last column its 50.why its 60

[@Jay_Bharat11]

for it, you have to make a column for time duration lagged by 10 hours and then add the entities.

[@unnatijain6784]

What is the full form of your channel #apsed