Research products associated with 1D modeling of rivers, river networks, and urban water system hydraulics.
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Jul 8, 2019 - SvePy code and documents
Hodges, Ben R.; Liu, Frank, 2019, "Algorithms in the SvePy solver for the unsteady Saint-Venant equations", https://doi.org/10.18738/T8/ETSJDJ, Texas Data Repository, V1
The Saint-Venant Python (SvePy) code has been written to solve a single the Saint-Venant equations governing unsteady flow in a river reach with either rough or smooth geometry. The code was designed for prototype testing of finite-volume numerical algorithms. The primary descrip...
SvePy Flow Over a Bump test case output(University of Texas at Austin)
Jul 8, 2019SvePy
Output data from SvePy model of flow over a bump from SWASHES test case. Number in the file name provides the number of finite-volume elements in the simulation. Baseline simulation uses the momentum matching algorithm for the hydraulic jump. Simplejump simulations use extrapolat...
SvePy Waller Creek test case output(University of Texas at Austin)
Jul 8, 2019SvePy
SvePy model results for test case of flow in Waller Creek. File name information is parsed as follows: momentumjump or simplejump is type of hydraulic jump algorithm T00, T10, T20 denote different free-surface/bottom quadrature algorithms dx## denotes nominal grid scale (in m) Co...
SvePy code and documents(University of Texas at Austin)
Jul 8, 2019SvePy
Source code, input files, and processing files for running SvePy
SvePy(University of Texas at Austin)
Jul 8, 2019
SvePy code and supporting data (Saint-Venant solver Python)
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