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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.
Every graph below is calculated only from this selection.
Year-wise coverage for Watershed Management. Each bar uses a separate theme-derived color.
How the classified questions are distributed by difficulty.
MCQ, numerical, multiple-select and other formats found in these papers.
Top subjects by unique question coverage.
Top topics across the included previous year papers.
Top subtopics inside this exact selection.
Question coverage for the most populated papers. Every active PYP paper remains listed below.
Newest papers appear first. Sort by year, question coverage or name.
| Paper | Year / session | Questions in this view | Open |
|---|---|---|---|
| Agricultural Engineering (AG) 2026 | 2026 | 1 | View paper |
| Agricultural Engineering (AG) 2009 | 2009 | 1 | View paper |
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