|

Toolik Weather Graphs
Arctic LTER Weather Stations
Toolik Webcam
Animated Gif of yesterday's Webcam
Arctic LTER Inhouse login
|
Arctic LTER Database
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: | 95peodis |
| Dataset Title: | Daily stage height and discharge data for Oksrukuyik Creek, July - August 1995, Arctic LTER 1995. |
| Investigator 1: |   |
| First Name: | B. | | Last Name: | Peterson | | Address line 1: | | | Address line 2: | | | Address line 3: | | | City: | | | State: | | | Zip Code: | | | Country: | | | Associate Investigators: | Chris Harvey, Kim Hageman, USGS/Fairbanks |
| Keywords: | Oksrukuyik, creek, discharge, datalogger, chart recorder |
| Abstract: |
Daily stage height and discharge data for Oksrukuyik Creek, July - August 1995. |
| 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: |
|
| Data File Name |
95peodis |
| Beginning Date |
5/1/1995 |
| End Date |
9/1/1995 |
| Number of Data Records |
|
| Other Files to Reference |
|
| Availability Status |
|
| Quality Control Information |
|
| Maintenance Description |
|
| Log of Changes: |
Log of changes:
For Archival Use:
DATE RECEIVED: September 30, 1996
DATA FILE ENTERED BY: Chris Harvey
DATA FILE VALIDATION:
NAME: Chris Harvey
DATE: September 30, 1996 |
|
|
|
|
|
|
| RESEARCH LOCATION: |
|
| 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 10 m 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. |
| Location Bounding Box |
|
| West Bounding Coordinate |
|
| East Bounding Coordinate |
|
| North Bounding Coordinate |
|
| South Bounding Coordinate |
|
| OR if single point location |
|
| Latitude |
|
| Longitude |
|
|
|
|
|
|
|
| TAXONOMIC COVERAGE: |
|
| Organisms studied |
|
|
|
| Methods: |
Stage height measurements were taken hourly with a Campbell CR-10 datalogger, and continuously with the USGS Stevens chart recorder, at the USGS gauging station, 10 meters downstream of the the Dalton Highway crossing. Discharge measurements were taken by Chris Harvey and Kim Hageman using a Marsh-McBirney flow meter and a Teledyne-Gurley flow meter at a location 20 meters below the chart recorder. Flow was measured at 20 points for each transect. A total of 8 discharge measurements were used to calibrate the rating curves for this year. Notes: The high water event that occurred on July 31 caused Oksrukuyik Creek to overflow its banks for several days. The stage height during this time was far beyond the greatest stage height at which a manual dischage measurement was taken with a flow meter. Therefore, the discharge estimates during this event may be inaccurate. This event, however, represents only a small fraction of the total discharge profile for the season. The USGS Stevens chart recorder data are not used in this dataset.
Sampling Description.
None |
Data Table
Variable Variable descrip. Precis./Units Coded Missing
(Y/N) Values
SITE site of measurement y
D/D distance from 1991 dripper 0.01 km n
DATE Date DDMMMYY n
DAY Julian day 1 day n
HOUR 24-Hr Alaska Std. Time 0000 hrs n
STAGE stage height .001 m n -9999
DISCHARGE m3/s n -9999
(12) CALCULATIONS
Variable Formula
Discharge Discharge = a(x^b)
a=2.2491e-07
b=3.5465
x=stage height in meters
|
|