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Practice Watershed Management - Soil and Water Conservation Engineering - Agricultural Engineering previous year questions organised from real papers, with year-wise coverage and clear topic navigation.
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| Paper name | Year | Attempt | |
|---|---|---|---|
Agricultural Engineering (AG) 20262026 | 2026 |
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Agricultural Engineering (AG) 20242024 | 2024 | |
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Agricultural Engineering (AG) 20222022 | 2022 | |
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Agricultural Engineering (AG) 20162016 | 2016 | |
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Agricultural Engineering (AG) 20102010 | 2010 | |
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Agricultural Engineering (AG) 20092009 | 2009 | |
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Agricultural Engineering (AG) 20082008 | 2008 | |
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Agricultural Engineering (AG) 20072007 | 2007 | |
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Practice every matching question in batches of 20, with every available option.
The peak runoff volume from the catchment between two contour bunds constructed on a 2.5% slope is 972.5 m3. The contour bunds have top width of 500 mm, height 600 mm, side slope 2:1, vertical interval 1.0 m and length 250 m. If the crest of the overflow weir is at a height of 300 mm from the ground and time available for the excess water to flow through the weir is 20 minutes, discharge in m3 per minute through the weir is
A watershed area of 1851 hectare has maximum distance of 7.12 km from the outlet to the farthest point on the divide line. The form factor of the watershed is