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Irrigation Association Certified Agricultural Irrigation Specialist Irrigation Engineering (Soil-Water-Plant, Conveyance, Surface Methods): practice questions

Irrigation Association Certified Agricultural Irrigation Specialist (CAIS) · USA · Irrigation Association

Original practice questions written to the published syllabus · not past papers
6worked here, free
21written to this exam in this subject
9syllabus units

What this subject covers

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

In the exams: GATE AG Section 5 (irrigation depth, interval and command area in 5 of 8 papers 2019–26); ICAR AIEEA-PG Unit VII; ICAR AICE subject 43; NCEES PE irrigation; PRC ABE; IA CAIS

Where the 21 questions fall

How our questions for Irrigation Association Certified Agricultural Irrigation Specialist spread across the units of Irrigation Engineering (Soil-Water-Plant, Conveyance, Surface Methods). Difficulty: 3 easy, 13 medium, 5 hard.

Irrigation efficiencies and distribution uniformity4
Irrigation scheduling3
Furrow irrigation3
Soil-water-plant relations: field capacity, wilting point and MAD2
Crop coefficients and crop water requirement2
Water measurement: weirs, Parshall flume and orifices2
Underground pipeline systems2
Basin irrigation2
Effective rainfall1

6 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.

1 · Irrigation scheduling · medium

Where should tensiometers be installed to schedule a deep-rooted row crop?

  1. In the furrow bottom, where water stands longest, with both instruments at the same shallow depth so that their readings can be averaged
  2. One in the upper root zone to trigger irrigation and one near its bottom to check that water reached it without excess drainage
  3. Only just below the soil surface, at 2–3 cm
  4. Only below the root zone
Answer and working

B. One in the upper root zone to trigger irrigation and one near its bottom to check that water reached it without excess drainage

Most extraction is in the upper root zone, so the trigger sensor goes there; a deeper sensor shows whether the irrigation refilled the lower zone or drained past it. Surface readings fluctuate with evaporation, and sensors below the roots do not see crop use.

Further reading: Irrigation Association scheduling guidance; Michael, Irrigation

2 · Water measurement: weirs, Parshall flume and orifices · medium

A 3-ft Parshall flume reads Ha = 0.50 ft and Hb = 0.40 ft. Which is correct?

  1. Submergence is 80 %, below the 90 % limit for flumes of this size, so the free-flow equation can be applied unchanged
  2. Submergence is 125 %, so the flume is flowing backward
  3. Submergence is 80 %, above the 70 % free-flow limit for this size, so a submergence correction must be applied
  4. Submergence is 20 %, so flow is free
Answer and working

C. Submergence is 80 %, above the 70 % free-flow limit for this size, so a submergence correction must be applied

Submergence = Hb/Ha = 0.40/0.50 = 80 %. For 1–8 ft flumes free flow holds up to 70 %, so the flow is submerged and the free-flow rating overstates discharge unless corrected. 125 % inverts the ratio; 20 % is 1 − Hb/Ha.

Further reading: USBR Water Measurement Manual

3 · Underground pipeline systems · hard

A buried plastic pipeline 300 m long, 200 mm internal diameter, carries 30 L/s. Using Hazen-Williams with C = 150 (SI: hf = 10.67 L Q^1.852 / (C^1.852 D^4.87)), what is the friction loss?

  1. 11.4 m
  2. 2.43 m
  3. 1.14 m
  4. 0.039 m
Answer and working

C. 1.14 m

hf = 10.67 × 300 × 0.03^1.852 / (150^1.852 × 0.2^4.87) = 1.14 m. 10× results from taking L as 3,000 m; 0.039 m uses a 400 mm pipe (diameter doubled); 2.43 m uses C = 100, a value for old rough pipe, not plastic.

Further reading: Hazen-Williams; USDA NRCS NEH Part 623

4 · Irrigation efficiencies and distribution uniformity · medium

Catch-can depths along a field (mm) are 10, 12, 8, 14, 6 and 10. What is Christiansen's coefficient of uniformity?

  1. 86.7 %
  2. 80.0 %
  3. -20.0 %
  4. 60.0 %
Answer and working

B. 80.0 %

Mean = 10 mm; absolute deviations 0, 2, 2, 4, 4, 0 sum to 12. CU = 100 (1 − 12 / (6 × 10)) = 80.0 %. 60 % is the minimum divided by the mean; −20 % forgets to divide by n; 86.7 % uses the range instead of summed deviations.

Further reading: Christiansen (1942)

5 · Irrigation efficiencies and distribution uniformity · medium

Infiltrated depths (mm) at eight equally spaced points are 22, 30, 26, 34, 18, 28, 32 and 30. What is the low-quarter distribution uniformity?

  1. 85.5 %
  2. 58.8 %
  3. 65.5 %
  4. 72.7 %
Answer and working

D. 72.7 %

Mean = 220 / 8 = 27.5 mm. The lowest quarter (2 of 8 values) is 18 and 22, mean 20 mm. DU = 20/27.5 = 72.7 %. 65.5 % uses only the minimum; 85.5 % averages the lowest half; 58.8 % divides by the maximum.

Further reading: Irrigation Association; Burt et al. (1997)

6 · Irrigation efficiencies and distribution uniformity · medium

An irrigation must apply at least 80 mm to the driest quarter of a field. The system's low-quarter DU is 0.80. What average depth must be infiltrated?

  1. 144 mm
  2. 80 mm
  3. 100 mm
  4. 64 mm
Answer and working

C. 100 mm

Average = required low-quarter depth / DU = 80 / 0.80 = 100 mm. 64 mm multiplies by DU; 80 mm assumes perfect uniformity; 144 mm adds 80 % of 80 to 80.

Further reading: Irrigation Association

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Irrigation Engineering (Soil-Water-Plant, Conveyance, Surface Methods)The full study manual, free Irrigation Association Certified Agricultural Irrigation SpecialistFormat, sections and how it has changed

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