Effects of impervious area estimation methods on simulated peak discharges

Journal of Hydrologic Engineering

Volumn 14, Issue 4, 2009, Pages 388-398

  Beighley, Edward ^a   Kargar, Maryam ^a   He, Yiping ^a  

^a SAN DIEGO STATE UNIVERSITY   (United States)

Author keywords

California; Flood frequency; Hydrologic models; Watersheds

Indexed keywords

DESIGN; DISCHARGE (FLUID MECHANICS); ESTIMATION; HYDRAULIC MODELS; KINEMATICS; LANDFORMS; PHOTOGRAPHY; RISK PERCEPTION; SURFACE DISCHARGES; WATERSHEDS;

AERIAL PHOTOGRAPHS; AREA ESTIMATIONS; AUTOMATED INTERPRETATIONS; CALIBRATION PROCESS; CALIFORNIA; CURVE NUMBERS; DESIGN DISCHARGES; DESIGN METHODS; ESTIMATION METHODS; FLOOD DISCHARGES; FLOOD FREQUENCY; GREEN-AMPT; HIGH RESOLUTIONS; HYDROLOGIC MODELS; IMPERVIOUS SURFACE ESTIMATIONS; IMPERVIOUS SURFACES; KINEMATIC WAVES; MODEL PARAMETERS; PEAK DISCHARGES; PERCENTAGE POINTS; RECURRENCE INTERVALS; SANTA BARBARA; SATELLITE DATUM; THREE MODELS; TRAVEL TIME; UNIT HYDROGRAPH; URBAN REGIONS;

FREQUENCY ESTIMATION;

AERIAL PHOTOGRAPHY; ESTIMATION METHOD; FLOOD FREQUENCY; HYDROLOGICAL MODELING; PEAK DISCHARGE; SATELLITE DATA; UNIT HYDROGRAPH; WATERSHED;

CALIFORNIA; NORTH AMERICA; SANTA BARBARA [CALIFORNIA]; UNITED STATES;

EID: 63049085172     PISSN: 10840699     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0699(2009)14:4(388)     Document Type: Article

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