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Stormwater Management and Hydrology Flashcards

6 cards from real CEPSCI practice questions. Tap to flip, then mark Knew It or Still Learning — missed cards come back until you master them.

Read the first 6 Stormwater Management and Hydrology flashcards as text
  1. The rational method formula Q = CiA is used to calculate:

    Answer: Peak stormwater runoff rate

    The rational method calculates peak runoff rate (Q) using the runoff coefficient (C), rainfall intensity (i), and drainage area (A).

  2. A peak discharge from a construction site is most critical because:

    Answer: It represents the highest flow rate BMPs must handle without failure

    Peak discharge is the maximum flow rate during a storm event, and BMPs must be designed to handle this flow without being overwhelmed or failing.

  3. Which factor in the rational method accounts for the type of ground surface?

    Answer: C (runoff coefficient)

    The runoff coefficient (C) represents the fraction of rainfall that becomes runoff, which varies based on ground cover type, soil type, and slope.

  4. What is the design storm typically used for sizing temporary sediment basins?

    Answer: 2-year or 10-year storm depending on jurisdiction

    Many jurisdictions require temporary sediment basins to be sized for the 2-year or 10-year design storm, though specific requirements vary by state and local regulations.

  5. Time of concentration in hydrology refers to:

    Answer: The time for runoff to travel from the most remote point in a watershed to the outlet

    Time of concentration is the time it takes for runoff from the hydraulically most distant point in a drainage area to reach the outlet, which affects peak discharge calculations.

  6. Concentrated flow on a construction site is more erosive than sheet flow because:

    Answer: It moves faster and exerts greater shear stress on the soil surface

    Concentrated flow channels all runoff into a narrow path, creating higher velocities and greater shear stress on the soil, which significantly increases erosive potential compared to distributed sheet flow.

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