The
FLUVIAL-12 mathematical model is an erodible-boundary model that simulates
interrelated changes in channel bed profile, channel width and bed
topography. The model requires an input
hydrograph(s), channel bed material composition, and channel cross-sectional
data similar to that used in HEC-2.
For
a detailed description of the FLUVIAL-12 model, download the Users Manual:
FLUVIAL-12 June 1998
User's Manual
For
a demonstration version of the model, download the instructional program. The instructional program only allows up to
eleven channel cross-sections to be modeled.
This is sufficient to illustrate the capabilities of the model. However, it is not sufficient for performing
engineering design.
FLUVIAL-12 Instructional Program
(Executable DOS Program)
The
following are sample input data files that can be used with the demo program:
sample1.dat
Santa Cruz River with curved channel, soil cement bank protection, and grade
control structure, Tucson, Arizona
sample2.dat
Escondido Creek with proposed bridge, Encinitas, California
sample3.dat
Little Kansas River, Kansas
sample4.dat
San Dieguito River, San Diego, California
sample5.dat
Upper San Diego River scour prediction at road crossing, San Diego,
California
sample6.dat
Otay River scour prediction at pipeline crossing, Chula Vista, California
sample7.dat
Santa Cruz River showing lateral channel migration, Tucson, Arizona
sample8.dat
Fall River, Colorado
sample9.dat
Santa Cruz River showing lateral channel migration, Tucson, Arizona
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