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NCEES PE Agricultural and Biological Engineering Water Resources Management, Floods & Canal Systems: practice questions

NCEES PE Agricultural and Biological Engineering · USA · NCEES (ASABE is the content partner)

Original practice questions written to the published syllabus · not past papers
10worked here, free
22written to this exam in this subject
4syllabus units

About NCEES PE Agricultural and Biological Engineering

NCEES PE Agricultural and Biological Engineering is a licensing and registration exam run by NCEES (ASABE is the content partner), for candidates in USA. Computer-based, 85 questions, 9.5-hour appointment (8.5 hours of exam). Once a year (next: 28 Oct 2026). Closed book with the electronic NCEES handbook and supplied searchable ASABE standards; SI and US customary units.

Source: ncees.org.

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

Water Resources Management, Floods & Canal Systems in NCEES PE Agricultural and Biological Engineering

Managing water at the scale of reservoirs, canals and river basins, including floods and farmer participation.

Our 22 NCEES PE Agricultural and Biological Engineering questions in this subject: 6 easy, 7 medium, 9 hard, across 4 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 NCEES PE Agricultural and Biological Engineering and are not shown on any other exam's page.

Question 1 · hard

A reservoir with 60 Mm³ of live storage receives monthly inflows of 20, 35, 60, 80, 45, 25, 12, 8, 5, 4, 6 and 10 Mm³ in a repeating year. What is the largest uniform monthly draft it can sustain?

  1. 15.0 Mm³ per month
  2. 17.5 Mm³ per month
  3. 25.8 Mm³ per month
  4. 20.0 Mm³ per month
Answer and working

B. 17.5 Mm³ per month

With draft D above 12, the six dry months give deficits summing to 6D − (12 + 8 + 5 + 4 + 6 + 10) = 6D − 45. Setting 6D − 45 = 60 gives D = 17.5 Mm³. 25.8 is the mean inflow, which would need far more storage; 20 needs 75 Mm³.

Question 2 · medium

A reservoir's water spread is 15 km². Class A pan evaporation averages 6 mm/day and the pan coefficient is 0.7. What is the evaporation loss in a 30-day month?

  1. 1.89 Mm³
  2. 2.70 Mm³
  3. 18.9 Mm³
  4. 0.063 Mm³
Answer and working

A. 1.89 Mm³

Lake evaporation = 0.7 × 6 = 4.2 mm/day; loss = 15 × 10⁶ m² × 0.0042 m × 30 = 1.89 × 10⁶ m³. 2.70 omits the pan coefficient; 0.063 is one day only; 18.9 slips a decimal.

Question 3 · hard

Logarithms (base 10) of annual peak flows have mean 2.8 and standard deviation 0.25. For the station skew and a 100-year return period, the log-Pearson Type III frequency factor is 2.4. What is the 100-year flood?

  1. About 2,510 m³/s
  2. About 635 m³/s
  3. About 1,260 m³/s
  4. About 3,980 m³/s
Answer and working

A. About 2,510 m³/s

log Q = 2.8 + 2.4 × 0.25 = 3.4; Q = 10^3.4 = 2,512 m³/s. 635 back-transforms the mean and standard deviation separately (10^2.8 + 2.4 × 10^0.25); 1,260 is 10^3.1 (K applied as 1.2); 3,980 is 10^3.6 (K × σ taken as 0.8).

Question 4 · medium

For which structure is the probable maximum flood normally used as the design flood?

  1. A farm culvert under a field road crossing a small seasonal stream
  2. An urban storm drain serving a new housing estate on a plain
  3. The spillway of a large dam whose failure would endanger life
  4. A grassed waterway carrying runoff down a cropped slope
Answer and working

C. The spillway of a large dam whose failure would endanger life

PMF, from probable maximum precipitation, is used where failure would be catastrophic, such as large dam spillways. Culverts, waterways and storm drains are designed for return periods of a few to a few tens of years.

Question 5 · hard

A triangular flood hydrograph has a peak of 900 m³/s and a base of 48 h. The channel downstream can safely carry 500 m³/s. What detention storage is needed to keep the flow at or below the safe capacity?

  1. About 15.4 Mm³
  2. About 34.6 Mm³
  3. About 7.7 Mm³
  4. About 77.8 Mm³
Answer and working

A. About 15.4 Mm³

The part above 500 is a triangle 400 m³/s high and 48 × 400/900 = 21.3 h wide: volume = 0.5 × 21.3 × 3,600 × 400 = 15.4 Mm³. 77.8 is the whole flood volume; 34.6 uses the full 48 h base for the 400 m³/s excess; 7.7 halves the correct volume a second time.

Question 6 · easy

What does the biochemical oxygen demand (BOD) of a water sample measure?

  1. The oxygen used by microbes to oxidise organic matter, conventionally over 5 days at 20 °C
  2. The dissolved oxygen present in the sample at the moment it was collected from the river
  3. The oxygen produced by algae in the sample over 5 days of incubation in continuous light
  4. The oxygen used to oxidise all matter chemically with a strong oxidant such as hot acid dichromate
Answer and working

A. The oxygen used by microbes to oxidise organic matter, conventionally over 5 days at 20 °C

BOD is microbial oxygen demand, conventionally BOD5 at 20 °C. Chemical oxidation with a strong oxidant is COD; the dissolved oxygen at collection is DO.

Question 7 · hard

Wastewater has an ultimate BOD of 200 mg/L and a base-e rate constant k = 0.23 per day. Using BOD_t = L0(1 − e^(−kt)), what is BOD5?

  1. About 63 mg/L
  2. About 137 mg/L
  3. About 46 mg/L
  4. About 186 mg/L
Answer and working

B. About 137 mg/L

BOD5 = 200 × (1 − e^(−1.15)) = 200 × 0.683 = 137 mg/L. 186 uses base 10 with the base-e constant (the common mix-up); 46 is 200 × 0.23; 63 is the BOD remaining, not exerted.

Question 8 · medium

A river carrying 20 m³/s at 2 mg/L nitrate receives a drain of 5 m³/s at 22 mg/L. After complete mixing, what is the nitrate concentration?

  1. 12 mg/L
  2. 4.4 mg/L
  3. 24 mg/L
  4. 6 mg/L
Answer and working

D. 6 mg/L

C = (20 × 2 + 5 × 22) ÷ (20 + 5) = 150 ÷ 25 = 6 mg/L. 12 is the simple average; 24 adds concentrations; 4.4 divides only the drain's load by the total flow, leaving out the river's own load.

Question 9 · easy

Which agricultural pollutant reaches surface water mainly attached to eroded soil particles?

  1. Nitrate
  2. Phosphorus
  3. Sodium
  4. Chloride
Answer and working

B. Phosphorus

Phosphorus binds to soil and moves with sediment, so erosion control reduces it. Nitrate is mobile in solution and leaches to groundwater; chloride and sodium are dissolved salts.

Question 10 · medium

In US water quality regulation, what is a TMDL?

  1. The largest pollutant load a water body can take and still meet its standard, allocated among sources
  2. The minimum flow a dam must release downstream at all times to protect fish habitat in the river
  3. The tax charged on each tonne of fertiliser sold within the catchment of an impaired water body
  4. The total quantity of water a farm may withdraw from a river each day under its abstraction permit
Answer and working

A. The largest pollutant load a water body can take and still meet its standard, allocated among sources

A total maximum daily load sets the pollutant budget for an impaired water and allocates it among point and non-point sources under the Clean Water Act. It is not a withdrawal permit, a minimum flow or a tax.

A study plan for Water Resources Management, Floods & Canal Systems in NCEES PE Agricultural and Biological Engineering

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 (68% of the 22 questions): Flood estimation (8, 36%); Reservoirs (7, 32%).

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

  2. Then the middle band: Water quality management (5, 23%); Flood control measures (2, 9%).

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

  3. Leave time for the hard ones: Reservoirs (4 hard of 7), Flood control measures (1 hard of 2), Flood estimation (3 hard of 8).

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

  4. Bank the easy marks: Flood control measures (1 easy of 2); Water quality management (2 easy of 5).

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

  5. 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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