ML081980705

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C2-Durlin and Schaffstall 2005 - Water Resources Data Pennsylvania Water Year 2004
ML081980705
Person / Time
Site: Three Mile Island Constellation icon.png
Issue date: 12/31/2005
From:
US Dept of Interior, Geological Survey (USGS)
To:
Office of Nuclear Reactor Regulation
References
5928-08-20078 PA-04-2
Download: ML081980705 (9)
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Text

u.s. Department of the Interior U.S. Geological Survey ater esources ata Pennsylvania ater Year 2004 Volume 2. Susquehanna and Potomac River Basins ByR.R. Durlin andW.P. Schaffstall Water-Data Report PA-04-2 Volume 3.

Ohio and St. Lawrence River Basins Prepared in cooperation with the Pennsylvania Department of Environmental Protection, the Baltimore District of the U.S. Army Corps of Engineers, and with other State, municipal, and Federal agencies.

u.s. DEPARTMENT OF THE INTERIOR GALE A. NORTON, Secretary U.S. GEOLOGICAL SURVEY Charles G. Groat, Director For additional information write to:

Director, USGS Pennsylvania Water Science Center 215 Limekiln Road New Cumberland, Pennsylvania 17070 2005

REPORT DOCUMENTATION PAGE I Form Approved OMB No. 0704-0188 Public reporting burden for this collection of information Is estimated to average 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> per response, Including the time for reviewing Instructions, searching existing data sources, gathering and maintalnln~ the data needed, and completing and reviewing the collection of Information. Send comments re~ardlng this burden estimate or any other asgect of this collection of Information, nciudlng suggestions for reducing this burden, to Washington Headquarters Services, Directorate or Information Operations and Reports, 121 Jefferson IMay 2005 IAnnual Oct. 1,2003 to Sept. 30,2004 Davis Highway, Sulle 1204, Arlington, VA 22202-4302, and to the Office of Management and Budget, Paperwork Reduction Project (0704-0188), Washington, DC 20503.

1. AGENCY USE ONLY (Leave blank) 2. REPORT DATE 3. REPORT TYPE AND DATES COVERED
4. TITLE AND SUBTiTLE 5. FUNDING NUMBERS Water Resources Data for Pennsylvania Water Year 2004 Volume 2, Susquehanna and Potomac River Basins
6. AUTHOR(S)

Randall R. Durlin and William P. Schaffstall

7. PERFORMING ORGANIZATION NAME(S) AND ADDRESS(ES) B. PERFORMING ORGANIZATION REPORT NUMBER U.S. Geological Survey, Pennsylvania Water Science Center USGS-WDR-PA-04-2 215 Limekiln Road New Cumberland, PA 17070
9. SPONSORING I MONiTORING AGENCY NAME(S) AND ADDRESS(ES) 10. SPONSORING I MONITORING AGENCY REPORT NUMBER U.S. Geological Survey, Pennsylvania Water Science Center USGS-WDR-PA-04-2 215 Limekiln Road New Cumberland, PA 17070
11. SUPPLEMENTARY NOTES Prepared in cooperation with the Commonwealth of Pennsylvania and with other agencies.

12a. DISTRIBUTION I AVAILABILITY STATEMENT 12b. DISTRIBUTION CODE No restrictions on distribution. This report may be purchased from:

National Technical Information Service, Springfield, Virginia 22161

13. ABSTRACT (Maximum 200 words)

Water resources data for the 2004 water year for Pennsylvania consist of records of discharge and water quality of streams; contents and elevations of lakes and reservoirs; and water levels and water quality of ground-water wells.

This report, Volume 2 contains (1) discharge records for 85 continuous-record streamflow-gaging stations, 13 par-tial-record stations, 18 special study and miscellaneous streamflow sites; (2) elevation and contents for 12 lakes and reservoirs, and water-quality records for 12 lakes and reservoirs; (3) water-quality records for 32 gaging stations and 82 ungaged streamsites; (4) water-level records for 40 network observation wells; and (5) water-quality analyses at 46 special study ground-water wells. Site locations are shown in figures throughout the report. Additional water data collected at various sites not involved in the systematic data-collection program are also presented. These data together with the data in Volumes 1 and 3, represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State, local, and Federal agencies in Pennsylvania.

14. SUBJECT TERMS 15. NUMBER OF PAGES
  • Pennsylvania, *Hydrologic data, *Ground water, *Surface water, *Water quality, Gaging sta- 565 tions, Streamflow, Flow rates, Lakes, Reservoirs, Chemical analysis, Sediments, Water temper- 16. PRICE CODE ature, Water analysis, Water levels, Water wells, Data collection sites
17. SECURITY CLASSIFICATiON 18. SECURITY CLASSIFICATION 19. SECURITY CLASSIFICATiON 20. LIMITATION OF ABSTRACT OF REPORT OF THIS PAGE OF ABSTRACT UNCLASSIFIED UNCLASSIFlED UNCLASSIFIED UL NSN 7540-01-280-5500 Standard Form 29B (Rev. 2-89)

Prescribed by ANSI Std 239*18 298-102 iv

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SUSQUEHANNA RIVER BASIN 01570500. SUSQUEHANNA RIVER AT HARRISBURG, PA LOCATION.-Lat 40° 15'17", long 76°53'11", Dauphin County, Hydrologic Unit 02050305, on east bank of City Island, 60 ft downstream from Market Street bridge in Harrisburg, 3,670 ft upstream from sanitary dam, and 1.7 mi upstream from Paxton Creek.

DRAINAGE AREA.--24,100 mi 2*

PERIOD OF RECORD.-October 1890 to current year.

REVISED RECORDS.--WSP 711: 1929. WSP 1502: 1891-1923, I926(M), 1928. WSP 1702: 1953 (total runoff in inches), 1958 (1957 calendar year mean discharge).

GAGE.-Water-stage recorder. Concrete control since Aug. 29, 1916. Datum of gage is 290.01 ft above National Geodetic Vertical Datum ofl929. Prior to Oct I, 1928, nonrecording gage at Walnut Street Bridge 600 ft upstream, and Oct. I, 1928, to Aug. 31, 1975, water-stage recorder at site 3,170 ft downstream, all gages at same datum.

REMARKS.--Records good except those for estimated daily discharges, which are fair. Flow slightly regulated by 15 flood-control reservoirs which have a combined capacity ofl,571,OOO acre-ft. Satellite and landline telemetry at station.

EXTREMES OUTSIDE PERIOD OF RECORD.--Maximum stage known during period 1786 to 1890,26.8 ft at Walnut Street bridge, June 2, 1889, discharge, 654,000 fi3/s. .

DISCHARGE, CUBIC FEET PER SECOND, WATER YEAR OCTOBER 2003 TO SEPTEMBER 2004 DAlLY MEAN VALUES

~ '-...l DAY OCT NOV DEC JAN FEB MAR APR MAY J1JN JUL AUG SEP 1 71900 99900 70800 61800 e20000 28000 66000 56900 40400 11400 98700 23300 2 59100 83200 68500 59600 e21000 30000 78600 51600 36000 10900 108000 38900 3 51300 67700 63300 56900 e22000 42800 91200 57300 34100 10700 86000 39300 4 44100 57500 55600 58500 e24000 71500 99000 69700 33600 10200 63300- 30500 5 38600 51300 50800 86800 e23000 129000 88200 72500 37500 9750 54300 25500 6 36500 48500 46700 152000 e24000 152000 73100 65800 37400 9600 46800 21200 7 34600 49500 43300 165000 e25000 197000 63600 58400 34300 9830 41700 18000 8 31900 49500 41500 129000 e24000 211000 56800 55200 29900 10800 35300 16700 9 31400 46400 38300 97300 e25000 179000 52700 53700 26300 10700 30300 16800 10 28900 41500 35700 76200 e26000 138000 48600 53600 23700 11000 26100 71100 11 26100 38000 70100 63200 e26000 109000 44600 58500 24900 10100 23300 156000 12 23800 36100 180000 56600 e27000 87100 40600 63700 27700 12400 21900 135000 13 21600 34300 217000 50300 e28000 72500 48600 65300 24700 20500 27400 91900 14 20000 33500 178000 45100 e24000 63900 76900 58900 22500 23800 41000 73800 15 23300 32600 129000 e39000 e22000 56000 119000 52900 22100 29700 48800 58600 16 33500 31800 101000 e32000 e21000 51100 149000 52700 22200 29100 48300 43400 17 41900 31300 85600 e32000 e21000 47100 118000 49800 20800 26100 39700 35200 18 41800 30300 76200 e33000 e21000 44200 89200 45700 23000 26100 31800 172000 19 43000 30300 69100 e29000 e21000 43300 70300 41700 28500 24000 27100 500000 20 39000 67600 62500 e26000 e23000 43200 59800 40000 25200 23400 25000 451000 21 34300 180000 57500 e26000 e24000 47600 53700 42800 22600 28900 26500 258000 22 31000 186000 53100 e27000 e26000 62700 49300 45700 21100 29400 33100 166000 23 29200 139000 48200 e24000 e28000 72400 46300 57300 20100 28000 43700 129000 24 27800 109000 48000 e20000 e30000 70800 45200 68300 18500 24600 62200 108000 25 25800 90900 82000 e18000 e29000 62600 47400 58800 16800 24300 50800 92900 26 23700 80000 132000 e18000 e28000 56900 52400 51600 15900 27300 40600 76800 27 25100 67300 135000 e18000 e28000 60500 63300 56400 14400 25100 32900 61900 28 52700 59300 109000 e19000 e27000 68200 76300 61900 13500 57000 28000 55100 29 83300 61300 87500 e18000 27300 74900 74800 54600 13600 143000 24900 74500 30 116000 69000 72100 e18000 76700 65400 49000 12300 139000 21900 81700 31 115000 66000 e19000 70700 46300 107000 20900 TOTAL 1306200 2002600 2573~00 1574300 715300 2519700 2107900 1716600 743600 963680 1310300 3122100 MEAN 42140 66750 83010 50780 24670 81280 70260 55370 24790 31090 42270 104100 MAX 116000 186000 217000 165000 30000 211000 149000 72500 40400 143000 108000 500000 MIN 20000 30300 35700 18000 20000 28000 40600 40000 12300 9600 20900 16700 CFSM 1. 75 2.77 3.44 2.11 1.02 3.37 2.92 2.30 1.03 1.29 1. 75 4.32 IN. 2.02 3.09 3.97 2.43 1.10 3.89 3.25 2.65 1.15 1.49 2.02 4.82 STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1891 - 2004, BY WATER YEAR (WY)

MEAN 17410 26640 34640 36890 40500 74050 72300 44950 26560 15380 12040 12570 MAX 75150 83540 98870 103100 153500 216100 217000 103900 166800 71450 44960 104100 (WY) 1977 1927 1997 1996 1891 1936 1993 1894 1972 1902 1994 2004 MIN 2356 2303 3835 3876 9122 27460 20380 12750 6226 3315 2878 2066 (WY) 1931 1931 1931 1931 1931 1960 1946 1941 1999 1965 1930 1964 e Estimated.

SUSQUEHANNA RIVER BASIN 01570500 SUSQUEHANNA RIVER AT HARRISBURG, PA-Continue

SUMMARY

STATISTICS FOR 2003 CALENDAR YEAR FOR 2004 WATER YEAR . ""--WATER YEARS ANNUAL TOTAL 19992700 20655680 ~ 34450 ANNUAL MEAN 54770 56440 56440 2004 HIGHEST ANNUAL MEAN 500000 ~ 16940 1965 LOWEST ANNUAL MEAN 266000 Mar 22 9600 Sep 19 Jun 24 1972 HIGHEST DAILY MEAN 10700 Jul 21 10200 Jul 6 Nov 29 1930 LOWEST DAILY MEAN 12100 Jul 16 557000 Jul 3 Sep 17 1964 ANNUAL SEVEN-DAY MINIMUM 24.40 Sep 19 Jun 24 1972 MAXIMUM PEAK FLOW 9470 Sep 19 a32.57 Jun 24 1972 MAXIMUM PEAK STAGE 2.34 Jul 5,6 b1600 Nov 29 1930 INSTANTANEOUS LOW FLOW 2.27 31.88 1.43 ANNUAL RUNOFF (CFSM) 3D B6 loBooo 19.42 ANNUAL RUNOFF (INCHES) 103000 44400 79200 10 PERCENT EXCEEDS 43500 21000 20400 SO PERCENT EXCEEDS 16BOo 5470 90 PERCENT EXCEEDS fr 1700 ft /s Sept. 18, 1964.

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SUSQUEHANNA RIVER BASIN 01570500 SUSQUEHANNA RIVER AT HARRISBURG, PA LOCATION.-Lat 40°15'17", long 76°53'11 or, Dauphin County, Hydrologic Unit 02050305, on east bank of City Island, 60 ft downstream from Market Street bridge in Harrisburg, 3,670 ft upstream from sanitary dam, and 1.7 mi upstream from Paxton Creek.

DRAINAGE AREA.-*24,100 mi2*

PERIOD OF RECORD.-october 1890 to current year.

REVISED RECORDS.*-WSP 711: 1929. WSP 1502: 1891-1923, 1926(M), 1928. WSP 1702: 1953 (total runoff in inches), 1958 (1957 calendar year mean discharge).

GAGE.--Water-stage recorder. Concrete control since Aug. 29,1916. Datum of gage is 290.01 ft above National Geodetic Vertical Datum of 1929. Prior to Oct I, 1928, nonrecording gage at Walnut Street Bridge 600 ft upstream, and Oct 1, 1928, to Aug. 31, 1975, water-stage recorder at site 3,170 ft downstream, all gages at same datum.

REMARKS.--Records good except those for estimated daily discharges, which are fair. Flow slightly regulated by 15 flood-eontrol reservoirs which have a combined capacity of 1,571,000 acre-ft. Satellite and landline telemetry at station.

EXTREMES OUTSIDE PERIOD OF RECORD.-Maximum stage known during period 1786 to 1890,26.8 ft at Walnut Street bridge, June 2, 1889, discharge, 654,000 ft3 Is.

DISCHARGE, CUBIC FEET PER SECOND, WATER YEAR OCTOBER 2003 TO SEPTEMBER 2004 DAILY MEAN VALVES DAY OCT NOV DEC JAN FEB MAR APR MAY JON JUL AUG SEP 1 71900 99900 70800 61800 e20000 28000 66000 56900 40400 11400 98700 23300 2 59100 83200 68500 59600 e21000 30000 78600 51600 36000 10900 108000 38900 3 51300 67700 63300 56900 e22000 42800 91200 57300 34100 10700 86000 39300 4 44100 57500 55600 58500 e24000 71500 99000 69700 33600 10200 63300 30500 5 38600 51300 50800 86800 e23000 129000 88200 72500 37500 9750 54300 25500 6 36500 48500 46700 152000 e24000 152000 73100 65800 37400 9600 46800 21200 7 34600 49500 43300 165000 e25000 197000 63600 58400 34300 9830 41700 18000 8 31900 49500 41500 129000 e24000 211000 56800 55200 29900 10800 35300 16700 9 31400 46400 38300 97300 e25000 179000 52700 53700 26300 10700 30300 16800 10 28900 41500 35700 76200 e26000 138000 48600 53600 23700 11000 26100 71100 11 26100 38000 70100 63200 e26000 109000 44600 58500 24900 10100 23300 156000 12 23800 36100 180000 56600 e27000 87100 40600 63700 27700 12400 21900 135000 13 21600 34300 217000 50300 e28000 72500 48600 65300 24700 20500 27400 91900 14 20000 33500 178000 45100 e24000 63900 76900 58900 22500 23800 41000 73800 15 23300 32600 129000 e39000 e22000 56000 119000 52900 22100 29700 48800 58600 16 33500 31800 101000 e32000 e21000 51100 149000 52700 22200 29100 48300 43400 17 41900 31300 85600 e32000 e21000 47100 118000 49800 20800 26100 39700 35200 18 41800 30300 76200 e33000 e21000 44200 89200 45700 23000 26100 31800 172000 19 43000 30300 69100 e29000 e21000 43300 70300 41700 28500 24000 27100 500000 20 39000 67600 62500 e26000 e23000 43200 59800 40000 25200 23400 25000 451000 21 34300 180000 57500 e26000 e24000 47600 53700 42800 22600 28900 26500 258000 22 31000 186000 53100 e27000 e26000 62700 49300 45700 21100 29400 33100 166000 23 29200 139000 48200 e24000 e28000 72400 46300 57300 20100 28000 43700 129000 24 27800 109000 48000 e20000 e30000 70800 45200 68300 lS500 24600 62200 10S000 25 25S00 90900 82000 elS000 e29000 62600 47400 5SS00 16S00 24300 50S00 92900 26 23700 80000 132000 e18000 e2S000 56900 52400 51600 15900 27300 40600 76S00 27 25100 67300 135000 e18000 e2S000 60500 63300 56400 14400 25100 32900 61900 2S 52700 59300 109000 e19000 e27000 6S200 76300 61900 13500 57000 2S000 55100 29 S3300 61300 S7500 elS000 27300 74900 74S00 54600 13600 143000 24900 74500 30 116000 69000 72100 elS000 76700 65400 49000 12300 139000 21900 S1700 31 115000 66000 e19000 70700 46300 107000 20900 TOTAL 1306200 2002600 2573400 1574300 715300 2519700 2107900 1716600 743600 9636S0 1310300 3122100 MEAN 42140 66750 S3010 50780 24670 S12S0 70260 55370 24790 31090 42270 104100 MAX 116000 lS6000 217000 165000 30000 211000 149000 72500 40400 143000 10S000 500000 MIN 20000 30300 35700 lS000 20000 2S000 40600 40000 12300 9600 20900 16700 CFSM 1. 75 2.77 3.44 2.11 1.02 3.37 2.92 2.30 1.03 1.29 1.75 4.32 IN. 2.02 3.09 3.97 2.43 1.10 3.89 3.25 2.65 1.15 1.49 2.02 4.S2 STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS lS91 - 2004, BY WATER YEAR (WY)

MEAN 17410 26640 34640 36S90 40500 74050 72300 44950 26560 153S0 12040 12570 MAX 75150 83540 9SS70 103100 153500 216100 217000 103900 166S00 71450 44960 104100 (WY) 1977 1927 1997 1996 lS91 1936 1993 lS94 1972 1902 1994 2004 MIN 2356 2303 3S3S 3876 9122 27460 203S0 12750 6226 3315 2S78 2066 (WY) 1931 1931 1931 1931 1931 1960 1946 1941 1999 1965 1930 1964 e Estimated.

SUSQUEHANNA RIVER BASIN 01570500 SUSQUEHANNA RIVER AT HARRISBURG, PA-Continued

SUMMARY

STATISTICS FOR 2003 CALENDAR YEAR FOR 2004 WATER YEAR WATER YEARS 1891 - 2004 ANNUAL TOTAL 19992700 20655680 ANNUAL MEAN 54770 56440 34450 HIGHEST ANNUAL MEAN 56440 2004 LOWEST ANNUAL MEAN 16940 1965 HIGHEST DAILY MEAN 266000 Mar 22 500000 Sep 19 954000 Jun 24 1972 LOWEST DAILY MEAN 10700 Jul 21 9600 Jul 6 1700 Nov 29 1930 ANNUAL SEVEN-DAY MINIMUM 12100 Jul 16 10200 Jyl 3 1790 Sep 17 1964 MAXIMUM PEAK FLOW 557000 Sep 19 1020000 Jun 24 1972 MAXIMUM PEAK STAGE 24.40 Sep 19 a32.57 Jun 24 1972 INSTANTANEOUS LOW FLOW 9470 Jul 5,6 b1600 Nov 29 1930 ANNUAL RUNOFF (CFSM) 2.27 2.34 1.43 ANNUAL RUNOFF (INCHES) 30.86 31. BB 19.42 10 PERCENT EXCEEDS 103000 108000 79200 50 PERCENT EXCEEDS 43500 44400 20400 90 PERCENT EXCEEDS 16800 21000 5470 a From floodmark.

b Result offreezeup. Minimum daily discharge since construction of sanitary dam and not affected by freezeup, 1,700 ft3js, Sept 18, 1964.

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