Difficulty distribution
How the classified questions are distributed by difficulty.
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Practice Hydrology - 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 Hydrology. 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 | 3 | View paper |
| Agricultural Engineering (AG) 2013 | 2013 | 1 | View paper |
| Agricultural Engineering (AG) 2010 | 2010 | 1 | View paper |
| Agricultural Engineering (AG) 2009 | 2009 | 1 | View paper |
| Agricultural Engineering (AG) 2008 | 2008 | 4 | View paper |
| Agricultural Engineering (AG) 2007 | 2007 | 3 | View paper |
Practice every matching question in batches of 20, with every available option.
For station X, the maximum one day rainfall with 25 years return period is 100 mm. The probability of a one day rainfall equal to or greater than 100 mm at station X occurring at least once in 15 successive years is
| Time (min) | 10 | 20 | 30 | 40 | 60 |
|---|---|---|---|---|---|
| Rainfall depth (mm) | 52.50 | 55.00 | 57.50 | 60.00 | 65.00 |
The analysis of maximum one-day rainfall in a city indicated that a depth of 280 mm has a return period of 50 years. The probability of a one-day rainfall depth equal to or greater than 280 mm in the city occurring two times in 15 successive years is
A 10 ha watershed received 100 mm uniformly distributed rainfall. Land use pattern consists of 25% residential area with soil group C and curve number 82, good meadow condition in 50% of the area with soil group D and curve number 78. There is also good open space condition in 25% of the area with soil group D and curve number 80. Assuming AMC-II condition, the volume of runoff in m3 from the watershed will be
| Duration (minutes) | 5 | 10 | 20 | 30 | 40 | 60 |
|---|---|---|---|---|---|---|
| Maximum depth of rainfall (mm) | 16 | 24 | 39 | 50 | 60 | 65 |