FE · 8% of the exam
Groundwater, Soils, and Sediments practice questions
10 free Groundwater, Soils, and Sediments questions for the FE Environmental Exam (FE) exam, each with the correct answer and an explanation for every option.
What this domain covers
Groundwater flow, aquifer and soil properties, and how contaminants move through and are removed from the subsurface.
- Exam weight
- 8%
- On a real exam
- ≈ 9 questions
- In our bank
- 49 questions
Topics that come up most
- Darcy's law and hydraulic conductivity
- Aquifer properties and well drawdown
- Advection, dispersion and retardation
- Soil classification and properties
- Subsurface remediation methods
How to study it
Work steady-state well problems with both the confined and unconfined Thiem equations, and check which one the aquifer type calls for.
Sample Groundwater, Soils, and Sediments questions
Try each one before opening the answer. Original questions written to the official exam objectives.
Question 1
Which of the following best defines the specific yield of an unconfined aquifer?
- AFraction of aquifer volume that drains by gravity as the water table falls
- BFraction of aquifer volume made up of all pore space, drained or retained
- CFraction of aquifer volume held against gravity by surface tension on grains
- DWater released per unit volume per unit head decline from water and grain compression
Show answer and explanation
Answer: A) Fraction of aquifer volume that drains by gravity as the water table falls
Specific yield is the volume of water an unconfined aquifer gives up by gravity drainage per unit volume per unit decline of the water table. It equals total porosity minus specific retention.
- ACorrect. Specific yield is the drainable water volume per unit aquifer volume for a unit drop in the water table. It equals porosity minus specific retention.
- BIncorrect. This is total porosity. Some pore water is held against gravity, so specific yield is less than porosity.
- CIncorrect. This is specific retention, the part of porosity that does not drain. Specific yield is the part that does drain.
- DIncorrect. This is specific storage, which controls storage in confined aquifers and is far smaller than specific yield.
Question 2
In a constant-head permeameter test on a sand sample, water flows at a steady rate of 2.0 × 10⁻⁶ m³/s through a column with a cross-sectional area of 0.01 m². The hydraulic gradient across the sample is 0.5. What is the hydraulic conductivity of the sand?
- A2 × 10⁻⁴ m/s
- B4 × 10⁻⁴ m/s
- C1 × 10⁻⁴ m/s
- D8 × 10⁻⁴ m/s
Show answer and explanation
Answer: B) 4 × 10⁻⁴ m/s
Rearranging Darcy's law, Q = KiA, gives K = Q/(iA) = (2.0 × 10⁻⁶)/(0.5 × 0.01) = 4 × 10⁻⁴ m/s.
- AIncorrect. This is Q/A = 2.0 × 10⁻⁶ / 0.01. It is the Darcy flux, and the hydraulic gradient has been left out. K is the Darcy flux divided by the gradient.
- BCorrect. Darcy's law Q = KiA gives K = Q/(iA) = 2.0 × 10⁻⁶ / (0.5 × 0.01) = 4 × 10⁻⁴ m/s, which is a typical value for clean sand.
- CIncorrect. This is Q·i/A. The gradient was multiplied instead of divided, which inverts its role in Darcy's law.
- DIncorrect. This comes from dividing by the gradient twice (Q/(A·i²)). Darcy's law has the gradient to the first power only.
Question 3
A well pumps 500 m³/day with 5 m of drawdown. Its specific capacity is:
- A2,500 m³/(day·m)
- B100 m³/(day·m)
- C0.01 m³/(day·m)
- D495 m³/(day·m)
Show answer and explanation
Answer: B) 100 m³/(day·m)
- AIncorrect. Divide, don't multiply.
- BCorrect. Q/s = 500/5.
- CIncorrect. That's inverted.
- DIncorrect. Divide, don't subtract.
Question 4
When the cones of depression of two nearby pumping wells overlap:
- ADrawdown at each well increases
- BDrawdown at each well decreases
- CThe wells stop producing immediately
- DThe aquifer becomes confined
Show answer and explanation
Answer: A) Drawdown at each well increases
- ACorrect. This is well interference.
- BIncorrect. Interference adds drawdown.
- CIncorrect. They still produce.
- DIncorrect. Confinement is geologic.
Question 5
A permeable reactive barrier (PRB) filled with granular zero-valent iron (ZVI) is installed across the path of a groundwater plume. Which application and removal mechanism best describe how such a barrier is most commonly used?
- ADissolved BTEX compounds, removed by oxidation on the iron surfaces
- BDissolved chlorinated ethenes such as TCE, removed by reductive dechlorination
- CFloating gasoline LNAPL, removed by physical skimming as it passes through
- DDissolved sodium chloride, removed by ion exchange on the iron grains
Show answer and explanation
Answer: B) Dissolved chlorinated ethenes such as TCE, removed by reductive dechlorination
Zero-valent iron PRBs passively treat plumes of chlorinated solvents such as TCE. As the iron oxidizes, it reductively dechlorinates the contaminants, releasing chloride.
- AIncorrect. ZVI is a reductant, not an oxidant. Petroleum hydrocarbons such as benzene and toluene are not the target of ZVI barriers. Any BTEX removal near these barriers comes from biodegradation, not reaction with the iron.
- BCorrect. Oxidation of the iron supplies electrons that strip chlorine from chlorinated solvents such as TCE as groundwater flows passively through the barrier.
- CIncorrect. A PRB treats dissolved contaminants carried by groundwater flow. It does not skim free-phase light NAPL, which floats on the water table.
- DIncorrect. Iron grains are not an ion-exchange medium for salts. Chloride is actually released as a product when the iron dechlorinates solvents.
Question 6
A 1-m³ soil sample contains 0.3 m³ of voids. Its porosity is:
- A0.70
- B0.43
- C0.30
- D3.3
Show answer and explanation
Answer: C) 0.30
- AIncorrect. That's the solids fraction.
- BIncorrect. That's the void ratio, V_v/V_s.
- CCorrect. n = V_voids/V_total.
- DIncorrect. That's inverted.
Question 7
A larger soil–water distribution coefficient (K_d) for a contaminant means:
- AGreater retardation
- BLess retardation
- CFaster movement than water
- DNo sorption
Show answer and explanation
Answer: A) Greater retardation
- ACorrect. More sorption slows its movement.
- BIncorrect. Sorption increases retardation.
- CIncorrect. Sorbing solutes move slower.
- DIncorrect. K_d measures sorption.
Question 8
A well is drilled through a clay confining layer and screened in a confined aquifer. Under static (non-pumping) conditions, where does the water level in the well typically stand?
- AAt the potentiometric surface, above the top of the aquifer
- BAt the top of the aquifer, at the base of the confining layer
- CAt the water table of the overlying unconfined aquifer
- DPartway down the aquifer, near the middle of the well screen
Show answer and explanation
Answer: A) At the potentiometric surface, above the top of the aquifer
A confined aquifer is pressurized, so water in a well rises above the aquifer top to the potentiometric surface. When that surface is above land surface, the well is a flowing artesian well.
- ACorrect. Water in a confined aquifer is under pressure greater than atmospheric, so it rises in the well to the potentiometric surface, above the aquifer top. If that surface is above ground level, the well flows (flowing artesian).
- BIncorrect. If the head were only at the aquifer top, the aquifer would be at atmospheric pressure at its upper boundary. A confined aquifer's pressure pushes the water level above that boundary.
- CIncorrect. The confining layer separates the two systems hydraulically. The confined aquifer's head is set by its own recharge and pressure, not by the shallow water table.
- DIncorrect. A water level inside the aquifer describes unconfined (water-table) conditions. A confined aquifer stays fully saturated, with its head above the aquifer top.
Question 9
The upper boundary of an unconfined aquifer is the:
- AGround surface always
- BConfining clay layer
- CBedrock surface
- DWater table
Show answer and explanation
Answer: D) Water table
- AIncorrect. It's the water table.
- BIncorrect. That bounds a confined aquifer.
- CIncorrect. That's usually the bottom.
- DCorrect. It's at atmospheric pressure.
Question 10
With bulk density 1.6 g/cm³, Kd = 0.5 cm³/g and porosity 0.4, the retardation factor R = 1 + ρ_b K_d/n is:
- A3
- B2
- C1.32
- D5
Show answer and explanation
Answer: A) 3
- ACorrect. 1 + 1.6(0.5)/0.4 = 1 + 2.
- BIncorrect. Remember to add 1 to ρ_b K_d/n.
- CIncorrect. Divide by n, don't multiply.
- DIncorrect. Recheck: 0.8/0.4 = 2.
Groundwater, Soils, and Sediments: FAQs
How much of the FE exam is Groundwater, Soils, and Sediments?
Groundwater, Soils, and Sediments is 8% of the FE exam by the official exam guide's weighting, which on a 110-question form works out to roughly 9 questions. The real exam's exact split varies by form.
What does the Groundwater, Soils, and Sediments domain cover?
Groundwater flow, aquifer and soil properties, and how contaminants move through and are removed from the subsurface.
How should I study Groundwater, Soils, and Sediments for FE?
Work steady-state well problems with both the confined and unconfined Thiem equations, and check which one the aquifer type calls for.
Where can I practise more Groundwater, Soils, and Sediments questions?
This page has 10 free Groundwater, Soils, and Sediments questions with answers. The ExamWize FE question bank has 49 questions in this domain. Every practice exam result breaks your score down by domain, and Review Mode re-drills the questions you missed.
Other FE topics
- Mathematics5% of the exam
- Probability and Statistics4% of the exam
- Ethics and Professional Practice5% of the exam
- Engineering Economics5% of the exam
- Fundamental Principles7% of the exam
- Environmental Chemistry7% of the exam
- Health Hazards and Risk Assessment4% of the exam
- Fluid Mechanics and Hydraulics12% of the exam
- Thermodynamics3% of the exam
- Surface Water Resources and Hydrology9% of the exam
- Water and Wastewater12% of the exam
- Air Quality and Control8% of the exam
- Solid and Hazardous Waste7% of the exam
- Energy and Environment4% of the exam
Also: 15 free questions across all topics, the FE cheat sheet and the study guide.
Get Groundwater, Soils, and Sediments exam-ready
The full FE bank has 49 Groundwater, Soils, and Sediments questions. Timed practice exams match the real exam's length and domain weights, every result shows your score per domain, and Review Mode re-drills the questions you missed.
Not affiliated with NCEES; questions are original, written from the official exam outline, and never copied from the real exam.