Inspect
Review the problem, diagram, and evidence.
The rainfall intensity and drainage area were correct, but the runoff coefficient was omitted. The design peak runoff was 60.5 cfs, not 100.8 cfs.
Inspect, commit, prove, fix, and sign off.
Follow the investigation process used in the field β 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 40-acre watershed has runoff coefficient C=0.60. The design rainfall intensity for the time of concentration is 2.5 in/hr. Using Q=1.008CiA, estimate peak runoff in cfs. A note omits C and reports 100.8 cfs.
Find the root cause, confirm the fix, and see how this connects to the exam.
The runoff coefficient was omitted.
Not all rainfall becomes direct peak runoff.
Use Q=1.008CiA with consistent USCS units.
Q=1.008CiA=1.008(0.60)(2.5)(40)=60.48 cfs.
Use Q=1.008CiA for USCS units when i is in in/hr and A is in acres.
Q=1.008CiA with i in in/hr and A in acres.
Each case is designed to build the judgment, analysis, and confidence you need for engineering exams β and beyond.
Basic subject familiarity helps, but every case is designed to teach through the investigation itself.
Most cases are designed for a focused 5β10 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.