How to calculate seepage Loss in Unlined Canal. Which method is used at site for technical sanction!? Seepage loss formula or any thumb rule to calculate it. Pls revert
Calculate the quantity of earth work in an irrigation channel whose L-section and typical cross-section are given in fig. 1. The bed width of the channel is 5m and top widths of banks are 3m for the left and 1.5m for the right bank. Sind slopes of excavation are 1:1 and of bank is 1.5:1. Height of bank from bed is 2.55m throughout. The longitudinal slope of the bed of the channel is 1 in 5000. Can you do this for me sir
Rl of proposed bed level at RD-369.84 is coming 97.42m similarly RL of top bank is coming 99.97m ? Why you have left the column blank in this ? Plase explain.
Have been looking for this everywhere. Thank you Sir. It would be very kind of you if you could upload some more videos with different questions.
I will try.
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I have added one more video regarding this topic.
Thankyou so much for explanation
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How to calculate seepage Loss in Unlined Canal.
Which method is used at site for technical sanction!?
Seepage loss formula or any thumb rule to calculate it.
Pls revert
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Nice
Sir R Wall B Wall Quantity kasy nikalte hain es pr Video bnao plzzz
Check this video
th-cam.com/video/KdAFwGtcw-0/w-d-xo.html
Calculate the quantity of earth work in an irrigation channel whose L-section and typical cross-section are given in fig. 1. The bed width of the channel is 5m and top widths of banks are 3m for the left and 1.5m for the right bank. Sind slopes of excavation are 1:1 and of bank is 1.5:1. Height of bank from bed is 2.55m throughout. The longitudinal slope of the bed of the channel is 1 in 5000. Can you do this for me sir
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L-section and Cross section
I will solve it
Bro can u calculate economic depth and permanent widht of cannel??
Yes.
To find economic depth equate area of cutting = area of side banks
Bro i have a one numerical of cannal section can u solve it ?
Ok.
Send it to me
your fb account plz messanger ma send kartahu
Mail it erloneshakeel@gmail.com
Sir koi software h jisse ye graph bnaya ja skta h?
Auto CAD and Microsoft Excel
Rl of proposed bed level at RD-369.84 is coming 97.42m similarly RL of top bank is coming 99.97m ? Why you have left the column blank in this ? Plase explain.
At this point the depth of cutting is zero.
The difference between the R.L of the bed & the R.l of the bank is 2.55 which I have taken
@@SuperSaqibbashir sir please make a detailed video on mechanical excavation for Rate analysis.
@@SuperSaqibbashir For Channel excavation that would be very helpful Sir.
Send this figure to know how to calculate the soil of a round poond? Please send my request with some calculation!
You can download it from link provided in description
Why the bed level is decreasing plz explain
Because there is longitudinal slope of 1 in 5000
plz help mee😥😥
What help do you need