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Agricultural and Biosystems Engineers Licensure Examination Irrigation Engineering (Soil-Water-Plant, Conveyance, Surface Methods): practice questions

Agricultural and Biosystems Engineers Licensure Examination (ABELE) · Philippines · Professional Regulatory Board of Agricultural and Biosystems Engineering, PRC

Original practice questions written to the published syllabus · not past papers
10worked here, free
23written to this exam in this subject
11syllabus units

About Agricultural and Biosystems Engineers Licensure Examination

Agricultural and Biosystems Engineers Licensure Examination (ABELE) is a licensing and registration exam run by Professional Regulatory Board of Agricultural and Biosystems Engineering, PRC, for candidates in Philippines. Paper-based, 2 days (Day 1 6 hours; Day 2 5 hours + 4 hours). Non-programmable calculator only; the Dec 2025 programme bans the Casio fx-991ES/ES Plus by name.

Source: prc.gov.ph.

Checked against the exam body's published information. Formats and fees change; confirm the current edition there before you book.

Irrigation Engineering (Soil-Water-Plant, Conveyance, Surface Methods) in Agricultural and Biosystems Engineers Licensure Examination

How much water a crop needs, when to give it, how to measure and convey it, and how to design surface irrigation.

Our 23 Agricultural and Biosystems Engineers Licensure Examination questions in this subject: 5 easy, 17 medium, 1 hard, across 11 units.

10 practice questions, worked

Choose an answer, then open the working. Each explanation says why the right answer is right and why the others are not.

These 10 were written to Agricultural and Biosystems Engineers Licensure Examination and are not shown on any other exam's page.

Question 1 · easy

In the FAO-56 single crop coefficient curve, in which order do the growth stages occur?

  1. Crop development, initial, mid-season, late season
  2. Initial, mid-season, crop development, late season
  3. Initial, late season, crop development, mid-season
  4. Initial, crop development, mid-season, late season
Answer and working

D. Initial, crop development, mid-season, late season

The season runs initial (to about 10 % ground cover), development (to effective full cover), mid-season (full cover to start of maturity) and late season (to harvest). Kc is flat in the initial and mid stages and changes linearly in the other two.

Question 2 · easy

During a 30-day mid-season stage, reference ET averages 5.0 mm/day and Kc mid is 1.15. What is the crop water use for the stage?

  1. 17.25 mm
  2. 172.5 mm
  3. 150.0 mm
  4. 130.4 mm
Answer and working

B. 172.5 mm

ETc = 1.15 × 5.0 = 5.75 mm/day; × 30 days = 172.5 mm. 150 mm ignores Kc; 130.4 mm divides by Kc; 17.25 is a mm–cm slip.

Question 3 · easy

For transplanted lowland rice, which item is part of the crop water requirement in addition to crop evapotranspiration?

  1. Water for land soaking and puddling, standing water, and seepage and percolation losses
  2. Water to fill tensiometers
  3. Water to leach nitrate below the root zone
  4. Frost protection sprinkling
Answer and working

A. Water for land soaking and puddling, standing water, and seepage and percolation losses

Rice water requirement includes nursery, pre-saturation and puddling, the standing water layer and seepage and percolation. Leaching nitrate is undesirable, frost protection is not part of rice culture, and tensiometer water is negligible.

Question 4 · medium

A sharp-edged circular orifice 100 mm in diameter discharges freely under a head of 0.5 m on its centre. With Cd = 0.61, what is the discharge?

  1. 15.0 L/s
  2. 60.0 L/s
  3. 10.6 L/s
  4. 24.6 L/s
Answer and working

A. 15.0 L/s

A = π × 0.1²/4 = 0.00785 m²; √(2gh) = √(2 × 9.81 × 0.5) = 3.13 m/s; Q = 0.61 × 0.00785 × 3.13 = 0.0150 m³/s = 15.0 L/s. 24.6 L/s omits Cd; 60.0 L/s uses the diameter as the radius; 10.6 L/s drops the 2 in 2gh.

Question 5 · medium

Compared with a sharp-crested weir of similar capacity, a Parshall flume is preferred on a sediment-laden farm channel mainly because it:

  1. Is cheaper to build to exact dimensions
  2. Causes much less head loss and passes sediment through without silting up
  3. Needs no head reading at all
  4. Works under any degree of submergence without needing a correction to the free-flow rating
Answer and working

B. Causes much less head loss and passes sediment through without silting up

The flume's head loss is small (about a quarter of a weir's) and its throat is self-cleaning. It still needs a head reading, it must be built to exact dimensions (a disadvantage), and above the transition submergence a correction is needed.

Question 6 · hard

A concrete rectangular channel 1.0 m wide carries water 0.5 m deep on a slope of 0.001. With Manning n = 0.015, what is the discharge?

  1. 0.0132 m³/s
  2. 0.623 m³/s
  3. 0.418 m³/s
  4. 0.664 m³/s
Answer and working

C. 0.418 m³/s

A = 0.5 m², P = 1.0 + 2 × 0.5 = 2.0 m, R = 0.25 m. V = (1/0.015) × 0.25^(2/3) × 0.001^0.5 = 66.7 × 0.397 × 0.0316 = 0.837 m/s. Q = 0.418 m³/s. 0.664 uses R = y; 0.0132 forgets the square root of slope; 0.623 uses the US-unit constant 1.49 with SI units.

Question 7 · easy

Which crop group is most commonly irrigated by borders?

  1. Transplanted lowland rice
  2. Tree crops on steep hillsides
  3. Close-growing crops such as wheat, alfalfa and pasture
  4. Widely spaced row crops such as cotton
Answer and working

C. Close-growing crops such as wheat, alfalfa and pasture

Borders suit close-growing crops on gentle slopes. Row crops are usually furrow irrigated, rice is grown in level basins, and steep hillsides need other methods.

Question 8 · medium

What is the main consequence of closing (blocking) the lower end of a graded border?

  1. Advance becomes faster over the whole length
  2. Runoff is eliminated, but water ponds at the lower end and can over-irrigate it
  3. Deep percolation is eliminated everywhere
  4. The upper end usually receives less water than it would with free outflow at the lower end
Answer and working

B. Runoff is eliminated, but water ponds at the lower end and can over-irrigate it

A blocked end stores the would-be runoff at the tail, giving extra infiltration there. It does not speed advance or eliminate deep percolation.

Question 9 · easy

Level basin irrigation is especially well suited to:

  1. Lowland rice and crops on fine-textured, low-intake soils on level land
  2. Coarse sands with very high intake rates, irrigated with small, slow streams
  3. Crops that cannot tolerate any ponding
  4. Row crops on steep slopes
Answer and working

A. Lowland rice and crops on fine-textured, low-intake soils on level land

Basins hold standing water, which suits rice and low-intake soils. On very sandy soils with small streams, water infiltrates near the inlet before covering the basin; steep land needs terracing; ponding-sensitive crops suffer.

Question 10 · medium

A level basin of 40 m × 25 m is to receive 60 mm. The inflow is 15 L/s. How long is the application time?

  1. 6.7 min
  2. 4.0 min
  3. 667 min
  4. 66.7 min
Answer and working

D. 66.7 min

Volume = 40 × 25 × 0.06 = 60 m³; time = 60 / 0.015 = 4,000 s = 66.7 min. 6.7 and 667 min are factor-of-ten slips; 4.0 min divides seconds by 1,000.

A study plan for Irrigation Engineering (Soil-Water-Plant, Conveyance, Surface Methods) in Agricultural and Biosystems Engineers Licensure Examination

This plan follows where our questions actually fall, so the time goes where the marks are likely to be. It is our reading of the syllabus, not the exam body's weighting.

  1. First, the heavy units (57% of the 23 questions): Crop coefficients and crop water requirement (5, 22%); Basin irrigation (3, 13%); Water measurement: weirs, Parshall flume and orifices (3, 13%); Border irrigation (2, 9%).

    Read the manual chapters for these first and do every worked question you can find on them.

  2. Then the middle band: Design of irrigation channels (2, 9%); Effective rainfall (2, 9%); Underground pipeline systems (2, 9%); Canal lining (1, 4%).

    Aim for one sitting per unit, then mixed questions across them.

  3. Then the lighter units: Irrigation efficiencies and distribution uniformity (1, 4%); Irrigation scheduling (1, 4%); Soil-water-plant relations: field capacity, wilting point and MAD (1, 4%).

    Learn the definitions, classifications and standard numbers; these units are more often recalled than worked.

  4. Leave time for the hard ones: Design of irrigation channels (1 hard of 2).

    Come back to these after a first pass, untimed, and read every explanation, including for the options you rejected.

  5. Bank the easy marks: Crop coefficients and crop water requirement (3 easy of 5); Border irrigation (1 easy of 2).

    Do these early in revision so they are fast on the day.

  6. Finish timed. Sit the subject as a timed set without notes, mark it, and send each wrong answer back to its unit above.

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