Sir i have one doubt in one question Que- If the irrigation efficiency is 80%, conveyance losses are 20% and the actual depth of watering is 16cm, the depth of water required at the canal outlet is______ A)10cm B)15cm C)20cm D)25cm E)30cm
If you have 1 cumec water at field inlet pipe, it can irrigate more land than 1 cumec at canal starting. As losses take place in canal on the way to field
Sir , you skipped how to duty varies from point to point in irrigation channel ,please explain how does duty changes from main canal to water course in field.
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You are a genious sir
Dear teacher could you show me how to calculate the Water Footprint and Virtual Water of nation...with respect from the China
sir.. please uploads irrigation lectures quickly. as I have to give semester exam soon..
APSED,, sir please post the remaining videos of fluid mechanics and fluid machinery.. 😇😇
thanku sir
In the example under Duty, Delta and Base-- Design Discharge of Canal, how do you get that 8.64? Thanks for the lecture
60x60x24 = 86,400
When divided by the area 10⁴ which is 10,000..
86,400/10,000 = 8.64
Sir i have one doubt in one question
Que- If the irrigation efficiency is 80%, conveyance losses are 20% and the actual depth of watering is 16cm, the depth of water required at the canal outlet is______
A)10cm
B)15cm
C)20cm
D)25cm
E)30cm
25
Thanks sir
clear me about duty from main canal to out field is decreases or increases
What will be the duty at field as compare to duty at inlet of the main canal...
Where duty will more
If you have 1 cumec water at field inlet pipe, it can irrigate more land than 1 cumec at canal starting. As losses take place in canal on the way to field
APSEd ...thnk u sir...i got it clear from this point
Sirji. FM complete krva do..
Sir , you skipped how to duty varies from point to point in irrigation channel ,please explain how does duty changes from main canal to water course in field.
It’s there in one of the videos as far as I Remember
Types of crap....crop (inside : oh crop....crap)
Thank you sir