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Irrigation Association Certified Irrigation Designer Sprinkler & Micro-Irrigation Systems: practice questions

Irrigation Association Certified Irrigation Designer — Agriculture (CID) · USA · Irrigation Association

Original practice questions written to the published syllabus · not past papers
9worked here, free
37written to this exam in this subject
14syllabus units

What this subject covers

Designing and evaluating sprinkler and drip systems, from emitter hydraulics to pump selection.

In the exams: GATE AG Section 5 (sprinkler in 4 of 8, drip in 3 of 8 papers 2019–26); ICAR AICE subject 43 Unit 4; NCEES PE irrigation; IA CID (General Ag, Drip/Micro and Sprinkler exams)

Where the 37 questions fall

How our questions for Irrigation Association Certified Irrigation Designer spread across the units of Sprinkler & Micro-Irrigation Systems. Difficulty: 3 easy, 24 medium, 10 hard.

Filtration5
Fertigation5
System layout and pump selection4
Emitter hydraulics: exponent and coefficient of variation3
Emission uniformity3
Automation3
Sprinkler spacing and application rate2
Christiansen's uniformity coefficient2
Sprinkler lateral and main design2
Drip system components2
Drip lateral and sub-main design2
Economics of pressurised irrigation2
Sprinkler types and components1
Allowable pressure variation and the friction factor F1

9 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 · Sprinkler spacing and application rate · hard

Runoff appears only near the outer end of a centre pivot on a loam, although the depth per revolution matches crop need. Which change addresses the cause most directly?

  1. Speed the pivot up while keeping the same nozzles
  2. Spread the application over a wider wetted width (booms or wider-throw heads) or add surface storage by tillage
  3. Raise the pivot-point pressure so that all nozzles throw further by the same amount and the outer end dries faster
  4. Swap the nozzles so the outer spans get less water (under-irrigating them)
Answer and working

B. Spread the application over a wider wetted width (booms or wider-throw heads) or add surface storage by tillage

At the outer end the instantaneous application rate is highest because the same wetted width must deliver the largest discharge. Speeding up reduces depth per pass but not the instantaneous rate; reducing outer discharge under-irrigates the largest area. Widening the wetted pattern or storing surface water attacks the rate problem.

Further reading: Keller and Bliesner, Sprinkle and Trickle Irrigation

2 · Allowable pressure variation and the friction factor F · medium

A sprinkler lateral is laid down a uniform gentle slope from its inlet. Compared with the same lateral on level ground, what does the slope do?

  1. It always increases the pressure variation
  2. It has no effect, because the sprinkler operating pressure is set once at the pump and does not change along the lateral
  3. Elevation gain offsets friction, so a longer lateral or smaller pipe can meet the same pressure limit
  4. It usually reverses the sign of the friction loss
Answer and working

C. Elevation gain offsets friction, so a longer lateral or smaller pipe can meet the same pressure limit

Going downhill, each metre of fall adds pressure that offsets friction loss; on gentle slopes the profile flattens and the allowable length grows. On steep slopes the gain can exceed friction and the end pressure rises, which again needs checking.

Further reading: Keller and Bliesner, Sprinkle and Trickle Irrigation

3 · Drip system components · medium

What distinguishes an in-line emitter from an on-line emitter?

  1. In-line emitters are built into the tubing during manufacture; on-line emitters are punched into it later
  2. In-line emitters are always pressure-compensating, whereas on-line emitters never are, whatever the model or maker
  3. On-line emitters are used only below ground
  4. In-line emitters discharge more than 20 L/h
Answer and working

A. In-line emitters are built into the tubing during manufacture; on-line emitters are punched into it later

The distinction is physical: in-line emitters are inserted or formed inside the tube at the factory at fixed spacing (as in dripline and tape); on-line emitters are inserted into punched holes in the field at chosen spacings. Either type can be pressure-compensating.

Further reading: Lamm, Ayars and Nakayama, Microirrigation for Crop Production

4 · Filtration · medium

A drip system draws from an open farm pond with heavy algae growth in summer. Which primary filter is most appropriate?

  1. Media (sand/gravel) filter, backflushable
  2. Hydrocyclone (centrifugal separator) alone
  3. Single screen filter
  4. No filter; chlorinate only
Answer and working

A. Media (sand/gravel) filter, backflushable

Media filters trap organic material in the depth of the bed and are backflushed; they are the standard primary filter for surface water with algae. A screen alone clogs quickly with algae; a hydrocyclone does not remove organic matter; chlorination complements, but does not replace, filtration.

Further reading: Lamm, Ayars and Nakayama, Microirrigation for Crop Production

5 · Filtration · hard

A grower chlorinates drip water from a well with pH 8.3 to control bacterial slime, but results are poor. Which change most improves chlorine's effectiveness?

  1. Raise pH further with an alkali
  2. Mix the chlorine into the fertiliser stock solution so both are injected together
  3. Inject chlorine only after the filter backflush
  4. Inject acid to lower pH, since hypochlorous acid predominates at lower pH
Answer and working

D. Inject acid to lower pH, since hypochlorous acid predominates at lower pH

Chlorine in water is present as hypochlorous acid (a strong biocide) and hypochlorite ion (weak); the balance shifts towards hypochlorous acid as pH falls, so acid improves effectiveness. Mixing chlorine with fertilisers can cause reactions and is avoided.

Further reading: Lamm, Ayars and Nakayama, Microirrigation for Crop Production

6 · Fertigation · medium

5 kg N/ha is to be applied to 4 ha as urea (46 % N) dissolved at 0.3 kg urea per litre of stock solution and injected over 2 hours. What is the injection rate?

  1. 33.3 L/h
  2. 72.5 L/h
  3. 145 L/h
  4. 66.7 L/h
Answer and working

B. 72.5 L/h

N = 5 × 4 = 20 kg; urea = 20/0.46 = 43.5 kg; stock volume = 43.5/0.3 = 145 L; injection rate = 145/2 = 72.5 L/h. Forgetting to convert N to urea gives 33.3 L/h; forgetting the injection time gives 145 L/h. 66.7 L/h forgets both the urea conversion and the 2-hour injection time (20/0.3).

Further reading: Lamm, Ayars and Nakayama, Microirrigation for Crop Production

7 · Fertigation · medium

In chemigation safety equipment, where is the main check valve placed?

  1. In the injection line only
  2. In the irrigation line between the water source/pump and the injection point
  3. At the end of each lateral
  4. Downstream of the last filter at the block valve, just before the laterals begin
Answer and working

B. In the irrigation line between the water source/pump and the injection point

The irrigation-line check valve prevents water containing chemicals from flowing back to the well or source; it sits between the pump and the injection point, with a vacuum-relief valve and low-pressure drain upstream of it. The injection line has its own check valve as well.

Further reading: US EPA chemigation label requirements; ASABE EP409

8 · System layout and pump selection · medium

A drip system has static lift 20 m, well drawdown 3 m, mainline friction 4 m, filter loss 5 m (dirty limit), injector loss 2 m, required sub-main inlet pressure 15 m and a 2 m rise to the critical block. What is the total dynamic head?

  1. 51 m
  2. 48 m
  3. 49 m
  4. 36 m
Answer and working

A. 51 m

TDH = 20 + 3 + 4 + 5 + 2 + 15 + 2 = 51 m. Omitting drawdown gives 48 m, omitting the elevation rise gives 49 m, and omitting the required operating pressure gives 36 m, all of which would leave the critical block under-pressured.

Further reading: Keller and Bliesner, Sprinkle and Trickle Irrigation

9 · System layout and pump selection · medium

How is the operating point of a centrifugal pump in an irrigation system found?

  1. At the intersection of the pump head–flow curve and the system head curve
  2. At the pump's best-efficiency point, whatever the system head curve happens to be
  3. At the shut-off head
  4. At the maximum flow shown on the pump curve
Answer and working

A. At the intersection of the pump head–flow curve and the system head curve

The pump delivers the flow at which the head it produces equals the head the system requires. The designer then checks that this point is close to best efficiency; if it is not, the pump or impeller is changed.

Further reading: Keller and Bliesner, Sprinkle and Trickle Irrigation

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Sprinkler & Micro-Irrigation SystemsThe full study manual, free Irrigation Association Certified Irrigation DesignerFormat, sections and how it has changed

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