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Rectangular clarifier basin at a water treatment works.

CEGR 492 · Engineering Design Studio · Water Resources Engineering

Hydrology and Watershed

Clarifier at a treatment works — overflow rate and detention time governing solids removal.

Phase VI · Engineering Design Studio · Week 4–7

Hydrology and Watershed Studio

Delineate the watershed and compute design storms, runoff, times of concentration and peak flows.

NRCS TR-55
NOAA Atlas 14
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Add a watershed / hydrologic analysis to record its inputs, capacity and governing check.

Learning objectives

  • Delineate the watershed
  • Compute time of concentration
  • Compute peak discharge

Engineering judgment

  • Rational method has a drainage-area limit.
  • Return period is a risk decision.

Governing standards

  • NRCS TR-55

    Urban Hydrology for Small Watersheds

    Runoff curve numbers, time of concentration, peak flow

    Ch. 2 CN
    Ch. 3 Tc
    Ch. 4 Peak
  • FHWA HEC-22

    Urban Drainage Design Manual

    Inlets, storm sewers, detention

    Ch. 4 Inlets
    Ch. 7 Storm drains

FE Civil connection

Hydrology

Handbook section: Water Resources

Practice this FE topic

Recommended next step

Drainage and Stormwater Design Studio

Design inlets, storm sewers, swales and detention/retention systems to meet release-rate requirements.

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