An example of Design Flow calcualtions for given Return Periods (EV1 Distribution)


Authors:
Owners: Mingda Lu
Type: Resource
Storage: The size of this resource is 285.8 KB
Created: Apr 23, 2020 at 7:31 p.m.
Last updated: Apr 23, 2020 at 9:15 p.m. (Metadata update)
Published date: Apr 23, 2020 at 9:15 p.m.
DOI: 10.4211/hs.04bfa3d95bd74ed9a5ac24e976b7701f
Citation: See how to cite this resource
Sharing Status: Published
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Abstract

Design flow studies for specific return periods are sometimes desired for hydraulic and hydrology researches. This project was focusing on automatic design flow calculations for a given USGS gaging station with code written in Python. The code was created with the help of the Jupyter Notebook with Anaconda 5.1 from Mygeohub. Ev1 distribution was applied for flow calculation. Peak flow data was downloaded from USGS by its URL.

Coverage

Spatial

Coordinate System/Geographic Projection:
WGS 84 EPSG:4326
Coordinate Units:
Decimal degrees
Place/Area Name:
Wabash River at Lafayette
Longitude
-86.8969°
Latitude
40.4218°

Temporal

Start Date: 01/01/1900
End Date: 01/01/2020
Marker
Leaflet Map data © OpenStreetMap contributors

Content

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Related Resources

Credits

Contributors

People or Organizations that contributed technically, materially, financially, or provided general support for the creation of the resource's content but are not considered authors.

Name Organization Address Phone Author Identifiers
Venkatesh Merwade Purdue University

How to Cite

Lu, M. (2020). An example of Design Flow calcualtions for given Return Periods (EV1 Distribution), HydroShare, https://doi.org/10.4211/hs.04bfa3d95bd74ed9a5ac24e976b7701f

This resource is shared under the Creative Commons Attribution CC BY.

http://creativecommons.org/licenses/by/4.0/
CC-BY

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