| Grog Run Tributary to Buffalo Creek | |
|---|---|
  Location of Grog Run mouthShow map of West Virginia Grog Run (Buffalo Creek tributary) (the United States)Show map of the United States | |
| Location | |
| Country | United States |
| State | West Virginia |
| County | Brooke |
| Physical characteristics | |
| Source | unnamed tributary to Ohio River divide |
| • location | about 1.5 miles east of Power, West Virginia |
| • coordinates | 40°12′42″N 080°38′04″W / 40.21167°N 80.63444°W / 40.21167; -80.63444 |
| • elevation | 1,090 ft (330 m) |
| Mouth | Buffalo Creek |
| • location | about 2 miles northwest of Bethany, West Virginia |
| • coordinates | 40°13′30″N 080°35′32″W / 40.22500°N 80.59222°W / 40.22500; -80.59222 |
| • elevation | 738 ft (225 m) |
| Length | 2.53 mi (4.07 km) |
| Basin size | 2.29 square miles (5.9 km) |
| Discharge | |
| • location | Buffalo Creek |
| • average | 2.71 cu ft/s (0.077 m/s) at mouth with Buffalo Creek |
| Basin features | |
| Progression | Buffalo Creek → Ohio River → Mississippi River → Gulf of Mexico |
| River system | Ohio River |
| Tributaries | |
| • left | unnamed tributaties |
| • right | unnamed tributaries |
| Bridges | none |
Grog Run is a 2.53 mi (4.07 km) long 1st order tributary to Buffalo Creek in Brooke County, West Virginia.
Course
Grog Run rises about 1.5 miles east of Power, West Virginia, and then flows west-northwest to join Buffalo Creek about 2 miles northwest of Bethany.
Watershed
Grog Run drains 2.29 square miles (5.9 km) of area, receives about 40.0 in/year of precipitation, has a wetness index of 300.19, and is about 83% forested.
See also
References
- ^ "GNIS Detail - Grog Run". geonames.usgs.gov. US Geological Survey. Retrieved 29 May 2021.
- "Get Maps". USGS Topoview. US Geological Survey. Retrieved 29 May 2021.
- ^ "Get Maps". USGS Topoview. US Geological Survey. Retrieved 29 May 2021.
- "ArcGIS Web Application". epa.maps.arcgis.com. US EPA. Retrieved 29 May 2021.
- ^ "Grog Run Watershed Report". US EPA Geoviewer. US EPA. Retrieved 29 May 2021.
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