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Hydrometeorology and urban flooding in the Dead Run
watershed: the storm of July 7, 2004
Miller, A.J.(1), Smith, J.A.(2), Baeck, M.L.(2),
Fisher, J. (3) Holland, E.(2), Ballantine, M.(1),
Newcomer, T.(1), Meierdiercks, K.(2), Rosenzweig, B.(2)
A multicell thunderstorm system on 7 July 2004 produced
record flooding in the 14.3 km2 Dead Run watershed,
which is an urban tributary of Gwynns Falls. Storm
total accumulations of 100 - 130 mm during a period of
less than 2 hours resulted in flood peaks that exceeded
those produced in 1972 by Hurricane Agnes; a
preliminary estimate by USGS using surveyed high-water
marks in the vicinity of the Franklintown gage
indicates a discharge peak of 265 m3/s (9380 cfs), with
a possible range of 215-290 m3/s. Analyses of the 7
July 2004 thunderstorm system focus on the spatial and
temporal variability of rainfall at scales relevant to
flash flooding in small urban watersheds. Spatial
scales of interest extend below 1 sq. km and the time
scales of interest are typically less than 60 minutes.
Analyses are based on volume scan reflectivity
observations from the Sterling, Virginia WSR-88D and
BWI TDWR radars, a network of 19 rain gages in the Dead
Run watershed and drop spectra observations from a
Joss-Waldvogel disdrometer.
Availability of high-resolution (~30 cm) orthorectified
aerial photographs and 1-m lidar topography data
allowed rapid deployment of student field crews during
the week after this event to generate a
flood-inundation map with surveyed high-water
elevations for the entire drainage network downstream
of the Baltimore Beltway (I-695) and for selected
stream reaches upstream of the Beltway. Partial stage
hydrographs recorded at three locations, supplemented
by field observations of the time of peak, are used in
conjunction with 2d hydraulic modeling analyses to
reconstruct the spatial and temporal dynamics of this
flood, which inundated areas mapped previously using
FEMA guidelines as 100- and 500-year floodplain.
Keywords:
flood, urban hydrology, rainfall, radar, lidar
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