Inspect
Review the problem, diagram, and evidence.
The hydraulic gradient was correct, but the plan-view area was used instead of the area perpendicular to groundwater flow. The aquifer moved 1,500 ft³/day.
Inspect, commit, prove, fix, and sign off.
Follow the investigation process used in the field — in five guided steps.
Review the problem, diagram, and evidence.
Choose your hypothesis.
Run calculations and test your idea.
Select and validate a safe correction.
See the full debrief and key takeaways.
A confined aquifer has hydraulic conductivity K=30 ft/day, saturated thickness b=25 ft, and width perpendicular to flow W=400 ft. Hydraulic head drops 6 ft over a flow length of 1,200 ft. Determine discharge using Darcy's law Q=KiA.
Find the root cause, confirm the fix, and see how this connects to the exam.
Plan area was used as Darcy flow area.
Flow area must be normal to the groundwater direction.
Use Q=KiA with i=Δh/L and A=bW for the stated confined aquifer.
i=6/1200=0.005 and A=25×400=10,000 ft². Therefore Q=KiA=30(0.005)(10,000)=1,500 ft³/day.
Use Q=KiA with A equal to saturated thickness times width for horizontal confined flow.
The saturated thickness times width, normal to the flow direction.
Each case is designed to build the judgment, analysis, and confidence you need for engineering exams — and beyond.
Basic subject familiarity helps, but every case is designed to teach through the investigation itself.
Most cases are designed for a focused 5–10 minute investigation.
Each case is mapped to a verified exam, subject, topic, and misconception before publication.
The sealed debrief unlocks with the root cause, corrected reasoning, fix, and takeaway.