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Arctic LTER Database
Acceptance and utilization of LTER data requires that:
(1) The Principal Investigator be sent a notice stating reasons for acquiring any data and a description of the publication intentions.
(2) The Principal Investigator of the data set be sent a copy of the report or manuscript prior to submission and be adequately cited in any resultant publications.
(3) A copy of any resultant publications should be sent to:
Principal Investigator
Ecosystems Center
Marine Biological Laboratory
7 MBL St.
Woods Hole, MA 02543
Older Metadata: Attribute table not in XML (EML) file
| Dataset URLs: | METADATA: HTML, Rich Text, XML(EML compliant) DATA: Comma Delimited, Excel file with Metadata and data |
| Dataset ID: | 90peodis |
| Dataset Title: | Mean daily discharge data for Oksrukuyik Creek for mid May-Septemeber 1990, calculated from data acquired from USGS-Fairbanks, Arctic LTER 1990. |
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| Associate Investigators: | USGS Fairbanks, AK |
| Keywords: | Oksrukuyik, Creek, discharge, stage, USGS |
| Abstract: |
Mean daily discharge data for Oksrukuyik Creek for mid May-Septemeber 1990, calculated from data acquired from USGS-Fairbanks. |
| Contact: |
Arctic LTER Information Manager
The Ecosystems Center
Marine Biological Lab
7 MBL St
Woods Hole, MA 02543
Phone (508) 289 7496
Email: arc_im@mbl.edu
Online URL: http://ecosystems.mbl.edu/ARC/ |
| DATA FILE INFORMATION: |
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| Data File Name |
90peodis |
| Beginning Date |
5/1/1990 |
| End Date |
9/1/1990 |
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| Log of Changes: |
Log of changes:
For Archival Use:
DATE RECEIVED: 14 December 1991
DATA FILE ENTERED BY: Nancy Parmentier
DATA FILE VALIDATION:
NAME: Nancy Parmentierman
DATE: 14 December, 1991 |
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| Geographic Description |
The Oksrukuyik Creek crossing at the Dalton Highway. Lat 68 41'13", long 19 05'42", in NE1/2, sec.4, T.9 S., R.13E., on left bank 30 ft downstream from culvert, at mile 297.9 Dalton Hwy, 14 mi south of Pump Station 3, and 16.5 mi upstream from mouth. USGS Hydrologic Unit 19060402. |
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| TAXONOMIC COVERAGE: |
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| Methods: |
Stage height measurements taken at gauging station and discharge calculated from stage height by using a "stage/discharge relationship". Notes: Ox Creek discharge data was acquired from the USGS in Fairbanks who use their gauging station on the creek to monitor the stage height. More detailed methods of their Hydrologic Unit, calibration measurements and regression curve were not available at the time of this file. Discharge values, as mean daily discharge, were given in ft^3/sec and were converted by LTER staff to m^3/sec. See Oksrukuyik Creek 1988 Discharge paper file for more details.
Sampling Description.
None |
Data Table
Variable Variable descrip. Precis./Units Coded Missing
(Y/N) Values
SITE site of measurement y
D/D distance from 1984 dripper 0.01 km n
DATE Date DDMMMYY n
DAY Julian day 1 day n
DISCHARGE1 USGS calc from stage height 0.1 ft^3/sec n -9999
DISCHARGE2 calc'd from DISCHARGE1 0.01 m^3/sec n -9999
(12) CALCULATIONS
Variable Formula
DISCHARGE2 DISCHARGE1 * 0.02832
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