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Data validating computation of boundary roughness from QL2 lidar derived digital elevation models for 2D hydraulic modeling applications--Pyhton Script and Toolbox

Calibration of hydraulic models require careful selection of input parameters to provide the best possible modeling outcome. Currently the selection of hydraulic resistance or 'n' values for these models is a subjective process potentially exposing models to critical review . A process is needed to objectively estimate n-values so everyone responsible for model calibration arrives at the same answer. Use of standard elevation products can support this effort. This dataset is presented as supplemental information for a journal article describing the process of using the root mean square average of elevation standard deviation from lidar derived 1 m rasters to objectively estimate the boundary roughness conditions of a watershed bare earth surface as part of the total hydraulic roughness needed for modeling overland flows in forested drainages. A GIS tool has beeen developed to support investigators who need to objectively estimate boundary roughness for their hydraulic modeling applications.

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Author(s) Emitt C. Witt orcid, David C. Goodrich, Luke P Sturtevant orcid
Publication Date 2016
Beginning Date of Data 2016
Ending Date of Data 2016
Data Contact
DOI https://dx.doi.org/10.5066/F70G3H9T
Citation Witt, E.C., Goodrich, D.C., and Sturtevant, L.P., 2016, Data validating computation of boundary roughness from QL2 lidar derived digital elevation models for 2D hydraulic modeling applications--Pyhton Script and Toolbox: U.S. Geological Survey data release, https://dx.doi.org/10.5066/F70G3H9T.
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Metadata Date 2020-08-21
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Citations of these data No citations of these data are known at this time.
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License http://www.usa.gov/publicdomain/label/1.0/
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Harvest Source: ScienceBase
Harvest Date: 2025-02-13T05:22:36.347Z