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Type: | Resource | |
Storage: | The size of this resource is 286.1 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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Views: | 1219 |
Downloads: | 75 |
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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.
Subject Keywords
Coverage
Spatial
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Content
readme.txt
Notes for reproducing this project: USGS 03335500 was selected as a sample gaging station. All recorded peak flows from URL were used for design flow calculations. 10, 25, 50, 100, and 500 year return periods were used in this project, more return periods could be applied.
Related Resources
The content of this resource is derived from | https://nwis.waterdata.usgs.gov/in/nwis/peak?site_no=03335500&agency_cd=USGS&format=rdb |
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 |
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Venkatesh Merwade | Purdue University |
How to Cite
This resource is shared under the Creative Commons Attribution CC BY.
http://creativecommons.org/licenses/by/4.0/
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