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[!] ICE EFFECTS ON STREAMFLOW -- During cold weather, ice effects on stage and discharge determinations at some streamgages are likely. Streamgages experiencing ice conditions will have the discharge record temporarily disabled to prevent the display of erroneous discharge values. The discharge record will resume when it is determined that ice conditions are no longer present. Adjustment of data for ice effects can only be done after detailed analysis.




USGS 01563500 Juniata River at Mapleton Depot, PA

PROVISIONAL DATA SUBJECT TO REVISION

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Station gage imageSTATION.--01563500 JUNIATA RIVER AT MAPLETON DEPOT, PA
LOCATION.--Lat 40`23'32", long 77`56'07", Huntingdon County, Hydrologic Unit 02050304, on right bank 0.2 mi downstream from Scrub Run, and 0.3 mi downstream from bridge on State Highway 655 at Mapleton Depot.
DRAINAGE AREA.--2,030 square miles.
PERIOD OF RECORD.--October 1937 to current year.
GAGE.--Water-stage recorder. Datum of gage is 557.31 ft above National Geodetic Vertical Datum of 1929.
COOPERATION.--Station established and maintained by the U.S. Geological Survey. Funding for the operation of this station is provided by the U.S. Army Corps of Engineers, Baltimore District, the Pennsylvania Departm ent of Environmental Protection and the U.S. Geological Survey.
REMARKS.--Flow regulated since October 1972 by Raystown Dam (station 01563200), 12 mi upstream.
GAGE HEIGHTS OF IMPORTANCE.-
Supplied by USGS: Maximum recordable gage height (stage sensor operational limit) - 37.5 ft; Data transmitter operational limit - 38.5 ft;
Supplied by NWS: Action stage-15 ft; Flood stage-20 ft, the left or north bank overflows into low lying areas; Moderate flood stage-24 ft, the right or south bank overflows; high water affects homes on right bank near the gage; the glass plant upstream of gage on left bank is flooded; Major flood stage-26 ft, many homes on the right or south bank are affected; the approaches of the highway bridge connecting Mapleton Depot with Rte 22 are inundated.
This station managed by the PAWSC New Cumberland Office.

Available Parameters Available Period
All 2 Available Parameters for this site
  
00060 Discharge 1985-09-30  2017-04-25
00065 Gage height 2007-10-01  2017-04-25

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Summary of all available data for this site
Instantaneous-data availability statement


Discharge, cubic feet per second

Most recent instantaneous value: 1830 04-25-2017   04:15 EDT
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Daily discharge, cubic feet per second -- statistics for Apr 25 based on 44 years of record more
Min
(1997)
Most Recent
Instantaneous
Value Apr 25
25th
percen-
tile
Median Mean 75th
percen-
tile
Max
(1983)
1080 1830 1900 2900 3700 4410 13900


Gage height, feet

Most recent instantaneous value: 4.13 04-25-2017   04:15 EDT
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