NCEES FE Environmental · USA · National Council of Examiners for Engineering and Surveying
Original practice questions written to the published syllabus · not past papersThe mathematics and statistics needed for every numerical question in this track: calculus and differential equations for growth and decay, probability and risk, regression and hypothesis tests, and sampling designs for field data. Experimental design and survey sampling in depth live in the Agricultural Statistics track; this subject covers the environmental applications.
In the exams: GATE ES Section 1 (Mathematics Foundation); ICAR AICE subject 71 Unit 7; UGC NET Environmental Sciences Unit 9
How our questions for NCEES FE Environmental spread across the units of Mathematics & Statistics for Environmental Science. Difficulty: 9 easy, 13 medium, 8 hard.
| Laplace transforms | 8 | |
| Calculus: limits, derivatives, maxima and minima, integrals | 6 | |
| Ordinary differential equations and first-order decay and growth | 6 | |
| Linear algebra: matrices, linear systems, eigenvalues | 5 | |
| Risk and reliability; return periods and exceedance probability | 4 | |
| Probability distributions: binomial, Poisson, normal, log-normal | 1 |
Choose an answer, then open the working. Each explanation says why the right answer is right and why the others are not.
River flows of 2, 5, 7 and 4 m³/s are measured at hourly intervals. Using the trapezoidal rule, what is the total volume over the 3 hours in (m³/s)·h?
C. 15
(1/2)[2 + 2(5 + 7) + 4] = 15 (m³/s)·h = 54,000 m³. 18 sums all flows; 9 omits doubling interior points; 36 doubles every value.
Further reading: See the manual sources: Kreyszig; Zar; Gilbert; Gomez & Gomez; Chow et al.; Magurran
A pollutant decays by dC/dt = −kC with k = 0.1 per day and C0 = 100 mg/L. What is C after 10 days?
A. 36.8 mg/L
C = 100e^(−1) ≈ 36.8. Linear decay would give 0 or 90; 10 confuses e^(−1) with 0.1.
Further reading: See the manual sources: Kreyszig; Zar; Gilbert; Gomez & Gomez; Chow et al.; Magurran
What is the half-life of a first-order process with k = 0.1 per day?
C. 6.93 days
t½ = ln 2/k = 0.693/0.1 = 6.93 days.
Further reading: See the manual sources: Kreyszig; Zar; Gilbert; Gomez & Gomez; Chow et al.; Magurran
Which method solves the linear first-order equation dy/dt + p(t)y = q(t)?
C. Multiplying by the integrating factor e^(∫p dt)
The integrating factor turns the left side into the derivative of y·e^(∫p dt).
Further reading: See the manual sources: Kreyszig; Zar; Gilbert; Gomez & Gomez; Chow et al.; Magurran
Using the derivative property, L{f′(t)} equals
B. sF(s) − f(0)
Differentiation in time becomes multiplication by s minus the initial value.
Further reading: See the manual sources: Kreyszig; Zar; Gilbert; Gomez & Gomez; Chow et al.; Magurran
Solving dC/dt + kC = 0 with C(0) = C0 by Laplace transforms gives C(s) =
A. C0/(s + k)
sC − C0 + kC = 0, so C(s) = C0/(s + k), whose inverse is C0e^(−kt).
Further reading: See the manual sources: Kreyszig; Zar; Gilbert; Gomez & Gomez; Chow et al.; Magurran
What is the Laplace transform of sin(at)?
B. a/(s² + a²)
L{sin at} = a/(s² + a²); s/(s² + a²) is cos at.
Further reading: See the manual sources: Kreyszig; Zar; Gilbert; Gomez & Gomez; Chow et al.; Magurran
What is the Laplace transform of t²?
B. 2/s³
L{tⁿ} = n!/sⁿ⁺¹; for n = 2 this is 2!/s³ = 2/s³. 2/s² uses sⁿ instead of sⁿ⁺¹, and 1/s³ forgets the factorial.
Further reading: See the manual sources: Kreyszig; Zar; Gilbert; Gomez & Gomez; Chow et al.; Magurran
What is the probability that a 100-year flood occurs at least once during a 50-year design life, assuming independent years?
D. About 39 per cent
R = 1 − 0.99⁵⁰ ≈ 0.39. 50% assumes linear accumulation; 1% is the annual probability.
Further reading: See the manual sources: Kreyszig; Zar; Gilbert; Gomez & Gomez; Chow et al.; Magurran
What return period must a structure be designed for to keep the risk of exceedance to 10 per cent over a 50-year life?
C. About 475 years
Solve 1 − (1 − 1/T)⁵⁰ = 0.1: 1/T = 1 − 0.9^(1/50), T ≈ 475. 500 years is a rough rounding of 50/0.1; 50 equals the design life.
Further reading: See the manual sources: Kreyszig; Zar; Gilbert; Gomez & Gomez; Chow et al.; Magurran
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