HF004: Stream discharge in gaged watersheds at the HJ Andrews Experimental Forest, 1949 to present
Notice
"As Is" Basis: All content, including maps and forecasts, is provided without warranties. Users are advised to independently verify critical information.
Citation
Johnson, S.; Henshaw, D.; Nash, B.; Remillard, S.; Rothacher, J. 2025. Stream discharge in gaged watersheds at the HJ Andrews Experimental Forest, 1949 to present Long-Term Ecological Research Andrews Forest LTER Site. [Database]. Available: https://andrewsforest-stage.forestry.oregonstate.edu/data/fsdb-data-catalog/HF004 Accessed 2026-05-10.
Abstract
Streamflow from selected small watersheds has been continuously monitored at the HJ Andrews Experimental Forest since November 1952. The objectives of this research and monitoring include: (1) evaluate long-term changes in hydrology associated with various forest management treatments, notably clearcut logging, selective logging, and burning of predominantly Douglas-fir conifer forests; (2) characterize the hydrologic regimes and evaluate mechanisms influencing water availability from conifer forests; and (3) provide baseline data for affiliated precipitation and stream water chemistry and sediment transport studies. In addition to stage heights and discharge, data on stream chemistry, stream and air temperature, specific conductivity are collected at the stream gages. Models have also been extensively calibrated with these data to characterize the hydrologic regimes of forests at different elevations and following forest management. Many other studies within the watersheds also use these hydrology data. The original design for the first- and second-order small watersheds used a paired watershed technique to evaluate changes in streamflow following forest management and harvest in conifer forests. A reference watershed remained unharvested within each set (Andrews WS 1, 2, 3; WS 6, 7, 8; and WS 9, 10). Watershed details and treatments are described at https://andrewsforest.oregonstate.edu/research/infrastructure/watersheds and in the 'Gaged watershed description' PDF in Related Materials/Files. Mack Creek is a third-order watershed where the reference was upstream of the harvested section. The fifth-order Lookout Creek has a gage maintained by US Geological Survey. Early discharge data from Lookout Creek gage, including for the period when USFS maintained the gage, are available here. Measurements of stream stage heights are recorded in feet and streamflow data are available in units of cubic feet per second (cfs). Discharge is calculated using rating curves that have been developed over time. Rating curves and flow calculations are also available in PDF in Related Materials/Files. Data are currently recorded at five-minute intervals. Interpolations of older data originally collected at longer-time steps are available in entity 5 below. Raw instantaneous streamflow data in cubic feet per second (cfs) and mean flow at fine temporal intervals are available. Rating curves for fixed trapezoidal flumes are maintained for all small watersheds except Lookout Creek and allow calculation of mean and total flow. The USGS-maintained Lookout Creek relies on annual rating table development to reflect changes in the open channel for instantaneous flow calculation. Entity 1 includes a reconstructed history of USGS Lookout Creek hourly data beginning in 1950 and more recently 30 and 15 minute interval data. Calculated mean cfs and total flow for each watershed are available at daily (Entity 2), monthly (Entity 3), annual (Entity 4), and stream sampling (Entity 6) time intervals. An interactive program, FLOW (Entity 5), allows the user to download instantaneous, mean and total flow at requested time periods (e.g., 5 minute, 15 minute, hourly) for all watersheds except for Lookout Creek.
Coverage
Temporal coverage: 1949-10-01 to 2024-10-01
Geographic coverage: Andrews Experimental Forest and adjacent small watersheds (WS 9 and 10), Willamette National Forest, Western Cascade Range of Oregon
Spatial coverage:
Bounds: W -122.26400000, E -122.16735000, N 44.26629426, S 44.20119000
Purpose
- Discharge from sets of adjacent small watersheds with conifer forests has been monitored to examine changes in streamflow following forest management with one experimental watershed in each set (Andrews WS 1, 2, 3; WS 6, 7, 8; and WS 9, 10) serving as a reference watershed. Undisturbed watersheds with old- growth forests are WS 2, WS 8, WS 9, and Mack Creek. Additional objectives include providing data for affiliated nutrient, water chemistry, and sediment transport studies, and more recently studies of aquatic biota hyporheic dynamics, forest succession and ecophysiology. Discharge in larger watersheds of Mack Creek and Lookout Creek are also gaged within the HJ Andrews Experimental Forest. Lookout Creek gage is maintained by USGS.
Project
Title: Long-Term Ecological Research
Personnel
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Posy Elizabeth Busby - Principal Investigator Assistant Professor OSU Botany & Plant PathologyEmail: busbyp@science.oregonstate.edu, posybusby@gmail.comORCID: 0000-0002-2837-9820
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Matthew G Betts - Principal Investigator Department of Forest Ecosystems and Society; 201E Richardson Hall; College of Forestry; Oregon State University, Corvallis, OR, 97331Phone: (541) 737-3841Email: matt.betts@oregonstate.eduORCID: 0000-0002-7100-2551
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Brooke E. Penaluna - Principal Investigator Email: brooke.penaluna@usda.gov, Brooke.Penaluna@oregonstate.eduORCID: 0000-0001-7215-770X
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Catalina Segura - Principal Investigator Assistant Professor; Department of Forest Engineering, Resources, and Management; Oregon State University, Corvallis, OR, 97331Phone: 541-737-6568Email: catalina.segura@oregonstate.eduORCID: 0000-0002-0924-1172
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David M. Bell - Principal Investigator Email: david.bell@usda.gov, david.bell@oregonstate.eduORCID: 0000-0002-2673-5836
Abstract
- The H.J. Andrews Experimental Forest is a living laboratory that provides unparalleled opportunities for the study of forest and stream ecosystems in the central Cascade Range of Oregon. Since 1980, as a part of the National Science Foundation Long Term Ecological Research (NSF-LTER) program, the Andrews Experimental Forest has become a leader in the analysis of forest and stream ecosystem dynamics.
- Long-term field experiments and measurement programs have focused on climate dynamics, streamflow, water quality, and vegetation succession. Currently researchers are working to develop concepts and tools needed to predict effects of natural disturbance, land use, and climate change on ecosystem structure, function, and species composition.
- The Andrews Experimental Forest is administered cooperatively by the USDA Forest Service Pacific Northwest Research Station, Oregon State University and the Willamette National Forest. Funding for the research program comes from the National Science Foundation (NSF), US Forest Service Pacific Northwest Research Station, Oregon State University, and other sources.
Funding
Data were provided by the HJ Andrews Experimental Forest research program, funded by the National Science Foundation's Long-Term Ecological Research Program (DEB 2025755), US Forest Service Pacific Northwest Research Station, and Oregon State University. National Science Foundation: DEB2025755
Awards
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LTER: Long-Term Ecological Research at the H.J. Andrews Experimental Forest (LTER8) Award Number: DEB2025755Funder: National Science FoundationFunder Identifier: https://ror.org/021nxhr62
Study Area Description
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Long-Term Ecological Research The Andrews Forest is situated in the western Cascade Range of Oregon, and covers the entire 15,800-acre (6400-ha) drainage basin of Lookout Creek. Elevation ranges from 1350 to 5340 feet (410 to 1630 m). Broadly representative of the rugged mountainous landscape of the Pacific Northwest, the Andrews Forest contains excellent examples of the region's conifer forests and associated wildlife and stream ecosystems. These forests are among the tallest and most productive in the world, with tree heights of often greater than 250 ft (75 m). Streams are steep, cold and clean, providing habitat for numerous aquatic organisms.
Associated Party
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Craig Creel
Role: Former InvestigatorUSDA Forest Service;Pacific NW Research Station;3200 SW Jefferson Way, Corvallis, OR, 97331, USAPhone: (541) 750-7326, (541) 822-6301Email: cdcreel@comcast.net
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Greg Downing
Role: Former InvestigatorForestry Sciences Lab;3200 SW Jefferson Way, Corvallis, OR, 97333, USAPhone: (541) 750-7283, (541) 822-6301Email: gregdowning242@gmail.com, greg.downing@oregonstate.edu
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Richard L. Fredriksen
Role: Former Investigator
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Gordon E. Grant
Role: Former InvestigatorUSDA Forest Service;Pacific NW Research Station;3200 SW Jefferson Way, Corvallis, OR, 97331, USAPhone: (541) 750-7328Email: gordon.grant@usda.gov, gordon.grant@oregonstate.edu
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R. Dennis Harr
Role: Former Investigator
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Donald L. Henshaw
Role: Former InvestigatorPacific Northwest Research Station; Corvallis Forestry Sciences Lab; 3200 SW Jefferson Way, Corvallis, Oregon, 97331Email: hja_admin@lists.oregonstate.edu
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Donald L. Henshaw
Role: AbstractorPacific Northwest Research Station; Corvallis Forestry Sciences Lab; 3200 SW Jefferson Way, Corvallis, Oregon, 97331Email: hja_admin@lists.oregonstate.edu
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Donald L. Henshaw
Role: CreatorPacific Northwest Research Station; Corvallis Forestry Sciences Lab; 3200 SW Jefferson Way, Corvallis, Oregon, 97331Email: hja_admin@lists.oregonstate.edu
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Sherri L. Johnson
Role: Principal InvestigatorUS Forest Service ;Pacific NW Research Station ;3200 SW Jefferson Way, Corvallis, OR, 97331, USAPhone: 541-758-7771Email: sherri.johnson@oregonstate.edu
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Sherri L. Johnson
Role: AbstractorUS Forest Service ;Pacific NW Research Station ;3200 SW Jefferson Way, Corvallis, OR, 97331, USAPhone: 541-758-7771Email: sherri.johnson@oregonstate.edu
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Sherri L. Johnson
Role: CreatorUS Forest Service ;Pacific NW Research Station ;3200 SW Jefferson Way, Corvallis, OR, 97331, USAPhone: 541-758-7771Email: sherri.johnson@oregonstate.edu
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Julia A. Jones
Role: Other ResearcherOregon State University;Department of Geosciences; Wilkinson Hall 104, Corvallis, OR, 97331-5506, USAPhone: (541) 737-1224Email: Julia.Jones@oregonstate.edu, geojulia@comcast.net
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Alfred B. Levno
Role: Former InvestigatorCorvallis, OR, 97331, USAEmail: ablevno@comcast.net, allevno@hotmail.com
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David A. Post
Role: Former InvestigatorCSIRO Land and Water;Davies Laboratory;PMB PO Aitkenvale, Aitkenvale, QLD, 4814, AustraliaPhone: +61-7-4753-8605Email: posty_67@yahoo.com.au
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Jack S. Rothacher
Role: Creator
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Steven M. Wondzell
Role: Former InvestigatorPacific Northwest Research Station; Corvallis Forestry Sciences Lab; 3200 SW Jefferson Way, Corvallis, OR, 97331, USAPhone: 541-758-8753Email: steve.wondzell@usda.gov
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Suzanne M. Remillard
Role: CreatorOffice: FSL 354;; Forest Science Department;; Oregon State University, Corvallis, OR, 97331, USAPhone: (541) 758-8767Email: suzanne.remillard@oregonstate.edu
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Adam M Kennedy
Role: Other ResearcherOR, USPhone: 541-822-6302Email: adam.kennedy@oregonstate.edu
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Benjamin E. Nash
Role: Other ResearcherEmail: benjamin.nash@usda.gov
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Benjamin E. Nash
Role: Method ContactEmail: benjamin.nash@usda.gov
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Benjamin E. Nash
Role: CreatorEmail: benjamin.nash@usda.gov
Contact
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Information Manager
Andrews Forest LTER Program, US Forest Service Pacific Northwest Research Station, 3200 SW Jefferson Way, Corvallis, OR, 97331Email: hjaweb@lists.oregonstate.edu
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Suzanne M. Remillard
Office: FSL 354;; Forest Science Department;; Oregon State University, Corvallis, OR, 97331, USAPhone: (541) 758-8767Email: suzanne.remillard@oregonstate.edu
Publisher
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Andrews Forest LTER Site
Role: PublisherForest Ecosystems and Society Department in Forestry, Oregon State University, 201K Richardson Hall, Corvallis, OR, 97331-5752Phone: (541) 737-8480Email: lterweb@lists.oregonstate.edu
Study Description
Streamflow from selected small watersheds has been continuously monitored at the HJ Andrews Experimental Forest since November 1952. The objectives of this research and monitoring include: (1) evaluate long-term changes in hydrology associated with various forest management treatments, notably clearcut logging, selective logging, and burning of predominantly Douglas-fir conifer forests; (2) characterize the hydrologic regimes and evaluate mechanisms influencing water availability from conifer forests; and (3) provide baseline data for affiliated precipitation and stream water chemistry and sediment transport studies. In addition to stage heights and discharge, data on stream chemistry, stream and air temperature, specific conductivity are collected at the stream gages. Models have also been extensively calibrated with these data to characterize the hydrologic regimes of forests at different elevations and following forest management. Many other studies within the watersheds also use these hydrology data. The original design for the first- and second-order small watersheds used a paired watershed technique to evaluate changes in streamflow following forest management and harvest in conifer forests. A reference watershed remained unharvested within each set (Andrews WS 1, 2, 3; WS 6, 7, 8; and WS 9, 10). Watershed details and treatments are described at https://andrewsforest.oregonstate.edu/research/infrastructure/watersheds and in the 'Gaged watershed description' PDF in Related Materials/Files. Mack Creek is a third-order watershed where the reference was upstream of the harvested section. The fifth-order Lookout Creek has a gage maintained by US Geological Survey. Early discharge data from Lookout Creek gage, including for the period when USFS maintained the gage, are available here. Measurements of stream stage heights are recorded in feet and streamflow data are available in units of cubic feet per second (cfs). Discharge is calculated using rating curves that have been developed over time. Rating curves and flow calculations are also available in PDF in Related Materials/Files. Data are currently recorded at five-minute intervals. Interpolations of older data originally collected at longer-time steps are available in entity 5 below. Raw instantaneous streamflow data in cubic feet per second (cfs) and mean flow at fine temporal intervals are available. Rating curves for fixed trapezoidal flumes are maintained for all small watersheds except Lookout Creek and allow calculation of mean and total flow. The USGS-maintained Lookout Creek relies on annual rating table development to reflect changes in the open channel for instantaneous flow calculation. Entity 1 includes a reconstructed history of USGS Lookout Creek hourly data beginning in 1950 and more recently 30 and 15 minute interval data. Calculated mean cfs and total flow for each watershed are available at daily (Entity 2), monthly (Entity 3), annual (Entity 4), and stream sampling (Entity 6) time intervals. An interactive program, FLOW (Entity 5), allows the user to download instantaneous, mean and total flow at requested time periods (e.g., 5 minute, 15 minute, hourly) for all watersheds except for Lookout Creek. Discharge from sets of adjacent small watersheds with conifer forests has been monitored to examine changes in streamflow following forest management with one experimental watershed in each set (Andrews WS 1, 2, 3; WS 6, 7, 8; and WS 9, 10) serving as a reference watershed. Undisturbed watersheds with old- growth forests are WS 2, WS 8, WS 9, and Mack Creek. Additional objectives include providing data for affiliated nutrient, water chemistry, and sediment transport studies, and more recently studies of aquatic biota hyporheic dynamics, forest succession and ecophysiology. Discharge in larger watersheds of Mack Creek and Lookout Creek are also gaged within the HJ Andrews Experimental Forest. Lookout Creek gage is maintained by USGS. Field Methods - HF004
Purpose: Discharge from sets of adjacent small watersheds with conifer forests has been monitored to examine changes in streamflow following forest management with one experimental watershed in each set (Andrews WS 1, 2, 3; WS 6, 7, 8; and WS 9, 10) serving as a reference watershed. Undisturbed watersheds with old- growth forests are WS 2, WS 8, WS 9, and Mack Creek. Additional objectives include providing data for affiliated nutrient, water chemistry, and sediment transport studies, and more recently studies of aquatic biota hyporheic dynamics, forest succession and ecophysiology. Discharge in larger watersheds of Mack Creek and Lookout Creek are also gaged within the HJ Andrews Experimental Forest. Lookout Creek gage is maintained by USGS.
Methods
Method Steps
Field Methods - HF004
- Nine small watersheds within the Andrews are gaged and maintained to measure stream stage height by the USFS PNW Research station and the Andrews LTER program. Additionally, the Lookout Creek gaging station is maintained by the U.S. Geological Survey. The records of stage are converted to stream discharge by applying station-specific discharge rating curves. Historically, sites have been visited on a 3-week basis and "check sheets" guide the data collection and maintenance activities for the visit. Beginning with wateryear 1993, sites are visited on a weekly basis for a quick check, with the full check every 3 weeks. The instrumentation used to measure and record stream stage has changed through the years in response to changes in data collection technology, data management considerations, and end-user needs including the need for real-time distribution of data. Leopold-Stevens A-35 chart recorders were the primary collection mechanism from the beginning of record through WY 1998, although Fischer-Porter punched tape recorders were used in lieu of charts from 1967 to 1975. Stage height is currently measured with a Model 2 Stevens Instruments Position Analog Transmitter (PAT) recorders controlled by a data logger. Charts are still maintained to provide a visual backup record. The discharge measurement is re-initialized every visit to a reference measurement of stream height taken by a hook gage located in an adjacent stilling well, or in the case of Mack Creek, tape measurements of water height in the flume and fish ladder. Radio telemetry was originally employed at WS 1, 2, 8, 10, and Mack Creek in the mid-1990s and now is employed at all sites to relay information to the base station at Andrews Headquarters on an hourly basis. Provisional data is available in near real-time on the Andrews webpage for these sites. Additionally, the Lookout Creek gaging station uses satellite telemetry to provide near real-time data on the USGS webpage. Lookout Creek records are maintained by the USGS but high resolution and daily data are downloaded and stored in this database. Discharge data are calculated for monthly, annual, and watershed water sampling periods.
- A regular and frequent system of checks have been used historically to assure the quality of recording device measurements whether chart, tape or data logger. Each site visit a reference hook gage measurement of stage height is taken and compared to the simultaneous recorder reading. Significant variations from the hook gage could indicate problems with recorder operation such as data logger errors or chart spooling, but could be stilling well response time or float lag during rapidly changing stage levels. The hook gage position/elevation in relation to the flume is surveyed every year and is important as the hook gage measurement of stage height is the basis upon which stream discharge is calculated in the rating curves. Direct measurements of water level in the flume also serve as a rough check of hook gage accuracy. All digital records of stage are corrected to the hook gage measurements made during site visits.
- Streamflow is measured in broad-crested concrete trapezoidal flumes designed to withstand movement of large wood and located to minimize subsurface water leakage. Beginning in 1997, compound weirs are used at the gauging stations in the summer (all except Mack Creek). They are metal v-notch weir plates that are mounted to the existing trapezoidal flumes/weirs to increase measurement sensitivity during the low flow period. These weir plates are remove in the winter to allow passage of debris and to measure flows beyond the range of the v-notch weirs. Low flow and water leakage around the weir plates have led to concerns with their use, in addition to the amount of time involved with installation and removal. Weir plates are no longer installed at the watersheds as of wateryear 2024. (WS 7 - no v-notch installed since WY 2019; WS 2, 3, 6, 8 - no v-notch installed since WY 2022; WS 1 - no v-notch installed since WY 2023).
- During the summer of 1995 a fish passage was built around the flume at the Mack Creek station. A compound weir (120 degree v-notch at the bottom of the weir plate with a rectangular area on top) was installed in the passage to measure the water level. This passage (fish ladder) has a gate that can be opened and closed depending on the season. The fish passage stage measurements began on October 5, 1995. The fish ladder gate was never opened in 2025 and has been closed and sealed shut since. Mack Creek (MC - Mack combined) streamflow is the sum of the flows from the regular flume (MA - Mack main) and the fish passage (MF - Mack fish) compound weir from this time forward.
- A rating curve has been specifically developed for each weir/flume from on-site rating point collection. Various methods have been used over time, but currently a velocity meter is typically used across the cross-sectional flume area to calculate flow for a given stage height. Rating curves change with the configuration of the flume, e.g., summer v-notches have their own curves. Rating points are routinely collected to check accuracy of existing rating curves.
- Currently, stage height is measured with a Model 2 Stevens Instruments Position Analog Transmitter (PAT) recorder controlled by a data logger (originally Campbell Scientific CR10X or equivalent, and currently CS-1000). This is a float pulley potentiometer device, modified to read the potentiometer and not the current. Radio telemetry is now employed at all watersheds to relay information to the base station at Andrews Headquarters on an hourly basis through a Campbell Scientific radio telemetry unit. Prior to 1998 streamflow records were derived from stage data collected by Stevens Type A (A-35 or A-71) recorders. The Stevens Type A recorder is a float- operated recorder that provides a permanent and continuous graphic record of stream stage fluctuations. A clock movement controls the rate at which a strip chart is advanced. The rise and fall of the float moves a marking stylus laterally across the chart. These recorders are still operative and the A-35 charts serve as the backup media.
- The Type A recorder has a precision of .001 feet. Accuracy of the Type A recorders is influenced by small measurement errors due to float lag and line shift, a small error resulting from float line weight. These errors have been minimized by the selection of proper floats and counterweights. The estimated error value over a range of 5 feet for line shift is .001 feet, and the estimated error due to float lag is .004 feet (Error tables provided by Stevens). Accuracy is also influenced by hook gage or tape reference height measurement variations. Rapidly fluctuating water levels or observer bias can cause variations up to +/- .001 feet during repeated measurements. The PAT potentiometer can malfunction resulting in electronic spikes or dead zones in the range of resistance, and we inspect annually to assure full range of resistance. The potentiometer has no adjustments, so it must be replaced if problems occur.
- The v-notch plates were fabricated by a local metal shop. We provided rough drawings of what we wanted and very detailed specifications for the v-notch openings and their position within the existing flumes/weirs. We then worked with the fabricator to design the mounting system. Once the basic v-notch plates were complete, the fabricator then did a custom fit of each one in the field to ensure all specifications were met. Since we were confined to the existing weir structure, some of the elements of a 'true' v-notch weir could not be met (example: proper pool depth for expected head, and plate not being exactly vertical.). Because our weirs were different we could not use the theoretical discharge formulas, so we had to develop our own discharge curves for each site.
- For the Mack Creek fish ladder a MTS Level Plus model LT420 magneto-strictive transmitter mounted in a stilling well is used to measure the stage. The transmitter consists of a ferromagnetic waveguide protected by a solid rod, an electronic assembly that determines the water level based on waveguide behavior, and a float containing a set of magnets that "ride" the outside of the waveguide protective rod. The transmitter has a precision of .001 feet, and an accuracy of .002 feet over a range of four feet. A tape reading of the water level in the stilling well is used as the stage reference.
Instrumentation:
- Model 2 Stevens Instruments Position Analog Transmitter (PAT) recorder controlled by a data logger (Campbell Scientific CR10X or equivalent); Stevens Type A (A-35 or A-71) recorders; MTS Level Plus model LT420 magneto-strictive transmitter; Fischer-Porter punched tape recorders
Algorithms - HF004
- Before Wateryear 2012, the raw gage height data are only collected and saved at points where the slope or trajectory of streamflow height changes, these are essentially "key (turning) points". This set of key points have historically been identified programmatically using data logger algorithms or electronic digitizers through the process of line tracing by hand. Points are saved when a new point does not fall on the same slope as the previous two saved points. More recently points are collected when the stage changes by .001 ft. A critical aspect of this approach is that the raw gage height data are a set of points spaced irregularly in time, e.g. more points for periods of more rapid change such as during storms or during wet periods. Beginning in 2012, data is collected at 5 minute intervals and the notion of finding and outputting these "key turning point" values is abandoned.
- During processing the raw stage height data are adjusted to reference stage height observations from hook gages located in stilling wells adjacent to most flumes. The Mack Creek flume (MA) and Mack fish ladder (MF) currently use a tape measurement for this purpose. As a final processing step, these data streams are combined into Mack Creek combined (MC) to represent the full discharge (MA+MF). Historically, when hook gages were not installed, i.e., sites with “H-flumes”, direct measurement of gage height is made in the flume with a rule. Stream discharge is calculated using customized rating curves (piecewise log-linear power function) implemented in Fortran and Python). Throughout the historic digitizing process of A-35 charts (until 1998), time is corrected to the nearest one-half hour (essentially 15 minute resolution). Since 1998, time is reset on data loggers when it differs from true time by 5 minutes or more. Missing periods have generally been estimated using regression equations with a paired watershed. All data is graphically displayed and corrected for general noise, logs caught in flume, etc. Range and date checks are performed on final data. Current processing and graphical display is conducted using Python (Weir3K, PyFLOW) and previously using Visual Foxpro (STRMCHK) and Fortran (WEIRD01).
- Since data is stored as a series of time and stage values reduced to a series of points representing straight line segments, data can be aggregated at any time interval. Discharge data desired for a particular period (e.g. 15 minute, hourly, etc.) can be determined by interpolating between the stored stage height values for the times of interest and calculating flow through the rating equations. A C-language computer program that allows the gage height to be identified at pre-determined time periods, and calculates the discharge directly from the rating equations for these points was developed in 1994 by JinFan Duan. The program was later rewritten in Perl by Duan (2000) and customized and revised for web use by Kyle Kotwica in 2003 (FLOW). The program is currently interactive and available on the Andrews website to dynamically produce even-step high temporal resolution data, e.g., 15 minute, hourly, etc. for any set of dates for all watersheds (except the USGS maintained Lookout Creek gauge).
- The FLOW program (Entity 5) allows the user to output these irregularly spaced data at any specified time interval. This program uses linear interpolation on gage height (stage) to calculate stage at the requested time step, and the data is run through the rating equations with proper calculus to calculate flow for each interval. Specific date ranges can also be selected to better customize data output.
- Background on rating curves: Each rating curve is fitted to a set of calibration points. Some flumes (e.g. pre-built H-flumes) came with a manufacturer's rating curve; other flumes (e.g. the concrete trapezoidal flumes in use today at all Andrews gages) require the user to develop the curve. The technology for taking calibration points, and hence, possibly, their accuracy and precision, has changed over time at the Andrews. Calibration points consist of synchronous measures of stage height and velocity. These measurements were taken by a velocity-head rod in the early years (1953-1958) for WS 1, 2, 3. Once hook gages had been installed, height measurements made directly in the flume with the velocity-head rod were recorded alongside height measurements with the hook gage to build rating curves based on this direct flume to hook gage relationship and the original velocity measurements (1958-1964). The dye dilution method was used to develop the WS 9 & 10 rating curves from 1975-1977. In more recent years (1989-present) velocity measurements have been taken with a velocity meter. Volumetric or "bucket" samples have also been used to measure velocity during low flows since 1973. The technology for fitting curves also has changed over time. In the early days (prior to computerized statistical packages) curves were fitted by eye and rating tables were developed (WS 1, 2, and 3). Subsequently curves have been fitted using regression techniques, typically with a log-linear or piece-wise log-linear function. However, in some cases other functional forms were used (e.g. a reverse sigmoidal (cubic) curve for Watersheds 9 and 10 in the 1970s). Piece-wise functions have been used to account for bends in an otherwise straight log-linear relationship inferred from the calibration points; some rating curves have had as many as seven segments.
Instrumentation:
- A Model 200 Flo-Mate velocity meter is used to collect rating points for the development and checking of rating equations. Early calibration data were collected with a velocity-head rod.
Processing Procedures - HF004 early records
- Beginning with WY 1960, all A-35 charts from the Stevens recorder were digitized at the Coweeta Hydrological Lab. Beginning with WY 1986, the process was moved to the Corvallis FSL using a Summagraphics MM1812 digitizer. Early chart data from 1953 to 1959 that had originally been summarized daily by manual scanning techniques were redigitized in 1988. Consistent digitizing practices have been maintained for all chart data. Fischer-Porter punched tape recorders were used in lieu of charts from 1967 to 1975, and punched tape output was used as the raw record instead of the A-35 charts. This resulted in 15 minute data output during this period. A-35 chart digitizing resumed after WY 1975. Since 1997, Campbell scientific data loggers replace chart digitizing as the primary source of streamflow data, and the charts are still collected and maintained as a backup when electronic data collection fails.
Instrumentation:
- SummaGraphics 1812 digitizer is able to record up to 40 linear points per mm at highest precision. In practice the digitizer was able to produce raw data points of stage height within .003 ft.; Fischer-Porter punched tape recorders
Processing Procedures - HF004 Lookout creek USGS
- An hourly record of Lookout Creek streamflow has been reconstructed from WY 1950 (10-01-1949) through WY 1986 (09-30-1986). Prior to 2013, Lookout Creek streamflow data at less than a daily time-step had only been available through the USGS in 30 minute steps beginning with WY 1987 (1 Oct 1986) and 15 minute steps beginning in WY 2010. The hourly record for this early period (1950-1986) was reconstructed and placed online in Feb 2013. Stage height was gathered from the following sources:
- WY 1950 – WY 1955: USGS maintained A-35 charts (Stevens Type A stage recorder)
- WY 1956 – WY 1963: USFS PNW maintained A-35 charts (Stevens Type A stage recorder)
- WY 1964 – WY 1965: USGS maintained A-35 charts (Stevens Type A stage recorder)
- WY 1966 – WY 1974: USGS maintained Fischer-Porter paper punch-tape stage recorder at 2-hour intervals
- WY 1975 – WY 1986: USGS maintained Fischer-Porter paper punch-tape stage recorder at 1-hour intervals
- Chart data was digitized using a Summagraphics 1812 Digitizer with a precision of .03 feet (1949-1965). Punch tape data stored on computer printouts was entered (1965-1986). All 24 USGS Lookout Creek rating tables used over the period of 1950-1986 by the USGS to generate stored daily values and seasonal peak flow were gathered and entered. These table data were used as the basis for fitting 24 sets of rating equations that calculated flow in cubic feet per second (cfs) from gage height (stage) in feet on an hourly basis. Each set of rating equations is a series of piecemeal linear power curve equations in the form of: ln y=ln a +b ln x, where y is flow in cfs and x is stage in feet. Using this equation form allows the gage height to be linear interpolated on an hourly basis. This method is necessary for reducing the 16 years of digitized chart data, but was also used to linearly interpolate every hour when 2- hour interval punch tape data was collected (1966-1974).
- As a means of checking the accuracy of the rating curves and digitization procedures, a new daily record is generated from the new rating curves and compared to the published USGS daily values. All of the new generated daily values fall within 5 percent of the USGS daily value when the flow in cfs is greater than 30, and fall with 8 percent of the USGS daily value when the flow is less than 30. Eighty-three percent of all new daily values fall within 3 percent of the USGS published value. Some differences between the newly constructed record and the USGS published values were likely caused by post-processing corrections or shifts in the original gage height data. Gage height data were adjusted accordingly to better match the USGS flow record for noted periods where a previous correction was evident. Note that no USGS record exists for WY 1956-1963 and this type of comparison checking was not possible.
- The daily values published with this data set are in fact the USGS published values, however, daily max and min values are added to the daily record representing the maximum and minimum hourly values for the day. Also note that no USGS published data is available for Lookout Creek for WY 1956-1953, and the daily record for this period is only available with this data set. Also, hourly data before WY 1987 is only available with this data set (and not available through the USGS).
- Caveats: 1) The 1982 wateryear data are estimated as the primary data was missing and the hourly data values are estimated from published USGS daily max-min values for this year. 2) While the Forest Service was operating the gage from 1956-1963, only one stream calibration was made to create a rating table in 1961. The 1955 USGS rating table was used in 1956, but water years 1957 and early 1958 seem to not fit very well in either the 1955 or subsequent 1961 rating table, although the 1961 table was used and seems a better match. 3) Water years 1958, 59, 60, and 62 were originally hand scanned and hourly data is only approximate, but all storm peak flow points are accurately noted.
Instrumentation:
- Stevens Type A stage recorder; Fischer-Porter paper punch-tape stage recorder; Summagraphics 1812 Digitizer
Quality Assurance - Fire effects on data
- The HJ Andrews Experimental Forest was affected by wildfires in 2020, 2023, and, to a lesser degree, 2024. Documentation is being developed that will describe the potential impacts on long-term records, provide the date ranges of direct impact, and describe specific site or data impacts. The use of the BURNED event_code was expanded to include wildfire, and a code was added to each relevant attribute flag to indicate when fire effects are visible in the data (P=Pyro).
Quality Assurance - HF004
- Mack creek watershed was severely affected by the 2023 Lookout fire. The burned over watershed resulted in significant sedimentation flowing towards and into the gaged area. Rocks, boulders, and debris piled in front of the weir affecting the water level readings. Thus the period from 12/1/2023 to 2/14/2024 has been flagged as 'M'issing in the final data files. Historically, any missing periods have been estimated, but we did not feel comfortable providing estimates for this period. Thus, this is the first time in the hydrologic record since 1949 where data are missing. An attempt to use a composite reference approach to estimate flow during this period was developed by Sidney Bush and Sherri Johnson using historical relationships between MACK flows and its most reliable partner sites during winter seasons (November-February) from WY 2015-2022 (before the Lookout Fire), but these data have not been published with this dataset.
Processing Procedures - HF004 rating curves
- The stage heights are converted to stream discharge by applying station specific discharge rating curves. (See https://andrewsforest.oregonstate.edu/data/studies/hf04/hja_rating_curves_flow_calculations.pdf). The flumes and weirs used to measure and record stream stage have changed through the years, necessitating new rating curves for every change (flume, v-notch, fish ladder).
- Typically, a rating curve follows a power-law relationship between stage height and discharge. This relationship is linearized by log transforming both stage height and discharge and using a simple linear regression, or a piece-wise simple linear regression that each operate over a specified water depth (also called stage height) interval. Each rating curve is customized for the specific weir by fitting the curve to a set of calibration points. Calibration points are collected to build a relationship between stage height (either measured using a floating hook gage in a stilling well or directly measured with a ruler in the flume) and stream discharge (calculated from field velocity measurements).
- Manufactured flumes come with their own rating curves. These are built using assumptions that cannot always be met in field setups. Concrete flumes are also used at the HJ Andrews stream gages and these require site specific stage-discharge measurements across a range of flows to develop rating curves. Instrumentation used to record stage height has also changed over time at HJ Andrews Experimental Forest (see Watershed Description document for more information).
- The accuracy and precision in the measurement of stage height and streamflow vary with type of instrumentation and flume or weir. Stage heights have estimated errors of 0.005 ft and this can vary with stage height and flow (Rothacher and Miner 1966). Accuracy is also influenced by hook gage or tape reference height measurement variations. Rapidly fluctuating water levels and observer bias can cause additional variations up to +/- .003 feet. The rating curves are constructed with as many observations of stage height and discharge as possible. Shifts in stream channels and flow paths occur over time, which make it challenging to apply consistent rating curves. In addition, we do not have good measures of accuracy and uncertainty for the various types of discharge measurements that have been used in our rating curves. Prior to 1997, the calibration points for rating curves were collected with variable methods, some of which were very coarse. Discharge accuracy is likely 10% of flow prior to 1997 (see section below on 2018 updates of rating curves) and 5-10% of flow post 1997.
Sampling
Study Extent
- Continuous streamflow data have been collected over varying periods of record in eight first to second-order watersheds, one third-order watershed, and the fifth-order watershed in the H. J. Andrews. Watersheds 1, 2, and 3 comprise a low-elevation (442 m to 1082 m) set of experimental basins with Watershed 2 serving as the control. Watersheds 6, 7, and 8 comprise a high-elevation (863 m to 1190 m) set of experimental basins with Watershed 8 as the control. Watersheds 9 and 10 are a low-elevation pair of small watersheds with Watershed 9 as the control. Mack Creek is a control basin and has not been harvested. The gauged portion of 5th-order Lookout Creek comprises nearly all of the Andrews Forest.
- Sampling frequency: continuous
Sampling Description
- The H.J. Andrews Experimental Forest in the western Cascade mountains of Oregon comprises the full Lookout Creek Basin, which drains into Blue River, then to the McKenzie River Watershed. Lookout Creek, Mack Creek and eight small watersheds have stream gaging stations. The gauged sites consist of three sets of watershed experiments (WS 1, 2, 3; 6, 7, 8; and 9, 10). Drainage areas for the adjacent (paired) watersheds range from 9 to 100 ha and elevations range from 460 to 960 m. Mack Creek, a larger (580 ha), old-growth watershed and Lookout Creek are used in conjunction with the small watersheds to characterize the hydrologic regime of old-growth forests at higher stream order and different elevations.
- The original design used a paired watershed technique to detect changes in streamflow due to watershed treatments. Treatments include 100% clearcut (WS 1, 6, and 10), patch cut with roads (WS 3), and shelterwood cut with follow-up overstory harvest and eventual thinning (WS 7). Watersheds 2, 8, and 9 are forested controls. With this technique a hydrologic variable in one watershed is compared with that in another watershed during a pretreatment or calibration preiod to establish a relationship between watersheds for that variable over a range of conditions. Then one watershed of a pair is treated or altered in some way by timber harvest activities, while the other remains an undisturbed control. Post-treatment measurements of the hydrologic variable are compared with a prediction of the variable based on the pretreatment relationship to evaluate changes caused by treatment. A control is paired with each logged watershed for sets WS 1, 2, 3 and WS 6, 7, 8 to form two pairs of watersheds.
Spatial Sampling Units
-
Andrews Lookout Creek Gaging Station
W -122.25714600, E -122.25714600, N 44.21012600, S 44.21012600Altitude: 422 to 422 meter
-
Andrews Lookout Creek Watershed
W -122.25879300, E -122.09952700, N 44.28226000, S 44.20127400Altitude: 1627 to 1627 meter
-
Andrews Mack Creek Fish Ladder
W -122.16735000, E -122.16735000, N 44.21932500, S 44.21932500Altitude: 758 to 758 meter
-
Andrews Mack Creek Gaging Station
W -122.16744700, E -122.16744700, N 44.21943621, S 44.21943621Altitude: 755 to 755 meter
-
Andrews Mack Creek Main Flume
W -122.16735000, E -122.16735000, N 44.21932500, S 44.21932500Altitude: 758 to 758 meter
-
Andrews Mack Creek Watershed
W -122.17282200, E -122.12699600, N 44.22054300, S 44.20148000Altitude: 1626 to 1626 meter
-
Andrews Mack Creek Watershed (combined main & fish)
W -122.16735000, E -122.16735000, N 44.21932500, S 44.21932500Altitude: 758 to 758 meter
-
Andrews Watershed 1
W -122.25683100, E -122.23581300, N 44.20851700, S 44.19901700Altitude: 1027 to 1027 meter
-
Andrews Watershed 1 Gaging Station
W -122.25802700, E -122.25802700, N 44.20733900, S 44.20733900Altitude: 439 to 439 meter
-
Andrews Watershed 10
W -122.25996600, E -122.25443900, N 44.22015200, S 44.21678600Altitude: 679 to 679 meter
-
Andrews Watershed 10 Gaging Station
W -122.26105600, E -122.26105600, N 44.21705700, S 44.21705700Altitude: 461 to 461 meter
-
Andrews Watershed 2
W -122.24397600, E -122.22974100, N 44.21338500, S 44.20617800Altitude: 1079 to 1079 meter
-
Andrews Watershed 2 Gaging Station
W -122.24487600, E -122.24487600, N 44.21201500, S 44.21201500Altitude: 545 to 545 meter
-
Andrews Watershed 3
W -122.24194900, E -122.22402200, N 44.21994300, S 44.20803100Altitude: 1080 to 1080 meter
-
Andrews Watershed 3 Gaging Station
W -122.24300000, E -122.24300000, N 44.21944000, S 44.21944000Altitude: 471 to 471 meter
-
Andrews Watershed 6
W -122.18351000, E -122.17755000, N 44.26680800, S 44.26154400Altitude: 1029 to 1029 meter
-
Andrews Watershed 6 Gaging Station
W -122.18070700, E -122.18070700, N 44.26150800, S 44.26150800Altitude: 878 to 878 meter
-
Andrews Watershed 7
W -122.17920900, E -122.17387500, N 44.26974800, S 44.26457900Altitude: 1102 to 1102 meter
-
Andrews Watershed 7 Gaging Station
W -122.17526500, E -122.17526500, N 44.26463700, S 44.26463700Altitude: 918 to 918 meter
-
Andrews Watershed 8
W -122.17079300, E -122.17079300, N 44.26629400, S 44.26588100Altitude: 1182 to 1182 meter
-
Andrews Watershed 8 Gaging Station
W -122.17079300, E -122.17079300, N 44.26629426, S 44.26629426Altitude: 962 to 962 meter
-
Andrews Watershed 9
W -122.25781500, E -122.25151500, N 44.20393300, S 44.20111000Altitude: 731 to 731 meter
-
Andrews Watershed 9 Gaging Station
W -122.25880100, E -122.25880100, N 44.20119000, S 44.20119000Altitude: 426 to 426 meter
-
Upper Blue River Gaging Station below Tidbits Creek
W -122.26400000, E -122.26400000, N 44.21800000, S 44.21800000Altitude: 423 to 423 meter
-
Andrews Experimental Forest (HJA)
W -122.26172200, E -122.10084700, N 44.28196400, S 44.19770400Altitude: 1631 to 1631 meter
Software
No software entries listed in this EML file.
Keywords
- LTER controlled vocabulary: hydrology (theme), silviculture (theme), floods (theme), disturbance (theme), hydrologic processes (theme), stream discharge (theme), streamflow (theme), long term monitoring (theme), timber harvest (theme), water (theme), runoff (theme), forest ecosystems (theme), watersheds (theme), streams (theme)
- Andrews Experimental Forest site thesaurus: radio telemetry (theme), experimental forests (theme), long term studies (theme)
- LTER core research areas: disturbance (theme)
Taxonomic Hierarchy
No taxonomic hierarchy listed in this EML file.
Data Entities
| # | Entity | Metadata | Data |
|---|---|---|---|
| 1 |
HF00401
Corrected instantaneous stage height with flow calculations It is not recommended to download the txt file from this entity as it is very large (5-minute data) and will bog down systems. It is possible to query the raw data in this entity based on sitecode and date range, but limit queries to 3-4 year increments. Entity 5 (the interactive FLOW program) is available from FSDB catalog to download high temporal resolution streamflow data for all other Andrews small watersheds by watershed for any time period at user-specified time intervals or in raw collection intervals (again, it is recommended to limit date ranges to 3-4 years). The full dataset (all watersheds in raw collection intervals) is available in this entity through the Environmental Data Initiative (EDI) portal. Please use the DOI in the citation to access the current dataset in EDI. Lookout Creek data available here: 1) Hourly data has been reconstructed from USGS and USFS streamflow charts and punch tapes (1950-1986), 2) USGS 30 minute data (1986-2010), and 3) USGS 15 minute data (2010-present). |
METADATA | DATA |
| 2 |
HF00402
Daily streamflow summaries Daily data can also be downloaded from the ClimHydroDB archive, which has LTER and USFS data from 2001-2020. |
METADATA | DATA |
| 3 |
HF00403
Monthly streamflow summaries Monthly data can also be downloaded from the ClimHydroDB archive, which has LTER and USFS data from 2001-2020. |
METADATA | DATA |
| 4 |
HF00404
Annual streamflow summaries by wateryear (October 1 - September 30) Annual data can also be downloaded from the ClimHydroDB archive, which has LTER and USFS data from 2001-2020. |
METADATA | DATA |
| 5 |
HF00406
Flow summaries for sediment and nutrient sampling periods Total flow is summarized, generally in 3 week periods, for inclusion with stream sampling data in CF002. |
METADATA | DATA |
| 6 |
HF00407
Discharge data calculated from discontinued rating curves (5 minute frequency data) This data was online previously but has been deprecated in favor of new rating equations: WS1 , 2, 3 (WY1999-2016); WS 8 (WY 1988-2016); and WS10 (WY 1997 - 2016) |
METADATA | DATA |
Metadata
HF00401 - Corrected instantaneous stage height with flow calculations
Object name: HF00401_v19.txt
Records: 25259676
Attributes: 15
Temporal coverage: 1949-10-01 to 2024-10-01
File size: 2391659161 byte
Checksum (MD5): 6df6c3faf12db79b70d2d4617e4a6be3
Format: headers=1, recordDelimiter=\r\n, fieldDelimiter=,, quoteCharacter=", orientation=column
Constraints (2)
-
primaryKey: PRIMARY HF00401.SITECODE, HF00401.DATE_TIME
-
notNullConstraint: NOTNULL HF00401.WATERYEAR, HF00401.ESTCODE, HF00401.STCODE, HF00401.SITECODE, HF00401.FORMAT, HF00401.DATE_TIME, HF00401.EQN_SET_CODE, HF00401.EVENT_CODE
Attributes (15)
STCODE - char(5) (nominal)
ID: HF00401.STCODE
Study code
Type system: Microsoft SQL Server 2019
Code definitions (1)
-
HF004
Study code HF004
FORMAT - numeric(2,0) (ratio)
ID: HF00401.FORMAT
Entity number
Type system: Microsoft SQL Server 2019
Unit: number
Precision: 1.000000
Numeric domain: type=integer, min=1.0000 (exclusive=false), max=1.0000 (exclusive=false)
SITECODE - char(6) (ordinal)
ID: HF00401.SITECODE
Site code
Type system: Microsoft SQL Server 2019
Code definitions (13)
-
GSWS01
Andrews Watershed 1 Gaging Station
-
GSWS02
Andrews Watershed 2 Gaging Station
-
GSWS03
Andrews Watershed 3 Gaging Station
-
GSWS06
Andrews Watershed 6 Gaging Station
-
GSWS07
Andrews Watershed 7 Gaging Station
-
GSWS08
Andrews Watershed 8 Gaging Station
-
GSWS09
Andrews Watershed 9 Gaging Station
-
GSWS10
Andrews Watershed 10 Gaging Station
-
GSLOOK
Andrews Lookout Creek Gaging Station
-
GSWSMA
Andrews Mack Creek Main Flume
-
GSWSMC
Andrews Mack Creek Watershed (combined main & fish)
-
GSWSMF
Andrews Mack Creek Fish Ladder
-
GSTIDB
Upper Blue River Gaging Station below Tidbits Creek
WATERYEAR - numeric(4,0) (interval)
ID: HF00401.WATERYEAR
Wateryear: October 1 - September 30
Type system: Microsoft SQL Server 2019
Unit: number
Precision: 1.000000
Numeric domain: type=integer, min=1950.0000 (exclusive=false), max=2024.0000 (exclusive=false)
DATE_TIME - datetime (dateTime)
ID: HF00401.DATE_TIME
Date and time (PST) of stage height measurement
Type system: Microsoft SQL Server 2019
Date format: YYYY-MM-DD hh:mm:ss
EQN_SET_CODE - char(3) (nominal)
ID: HF00401.EQN_SET_CODE
Equation set code describes the rating equation set and version used to calculate streamflow
Type system: Microsoft SQL Server 2019
Code definitions (71)
-
1
GSWS01, Equation set A, version 1, current version, original flume 1952-1956
-
2
GSWS01, Equation set B, version 1, current version, main flume 1956-Present
-
3
GSWS01, Equation set C, version 1, current version, v-notch 1999-Present summers only
-
4
GSWS02, Equation set A, version 1, current version, main flume 1952-Present
-
5
GSWS02, Equation set B, version 1, current version, v-notch 1999-Present summers only
-
6
GSWS03, Equation set A, version 1, current version, main flume 1952-Present
-
7
GSWS03, Equation set B, version 1, current version, main flume post-flood 1964-1966
-
8
GSWS03, Equation set C, version 1, current version, v-notch 1999-Present summers only
-
9
GSWS06, Equation set A, version 1, current version, original H-flume 1963-1997
-
10
GSWS06, Equation set B, version 1, current version, main flume 1997-Present
-
11
GSWS06, Equation set C, version 1, current version, v-notch 1998-Present summers only
-
12
GSWS07, Equation set A, version 1, current version, original H-flume 1963-1997
-
13
GSWS07, Equation set B, version 1, current version, main flume 1997-Present
-
14
GSWS07, Equation set C, version 1, current version, v-notch 1998-Present summers only
-
15
GSWS08, Equation set A, version 1, current version, original H-flume 1963-1987
-
16
GSWS08, Equation set B, version 1, old version, main flume 1987-Present
-
17
GSWS08, Equation set B, version 2, current version, main flume 1987-Present
-
18
GSWS08, Equation set C, version 1, current version, v-notch 1997-Present summers only
-
19
GSWS09, Equation set A, version 1, current version, original H-flume 1968-1973
-
20
GSWS09, Equation set B, version 1, old version, original v-notch 1973-1979 summers only
-
21
GSWS09, Equation set B, version 2, current version, original v-notch 1973-1979 summers only
-
22
GSWS09, Equation set C, version 1, old version, main flume 1973-Present
-
23
GSWS09, Equation set C, version 2, current version, main flume 1973-Present
-
24
GSWS09, Equation set D, version 1, current version, v-notch 1997-Present summers only
-
25
GSWS10, Equation set A, version 1, current version, original H-flume 1968-1973
-
26
GSWS10, Equation set B, version 1, current version, original v-notch 1973-1979 summers only
-
27
GSWS10, Equation set C, version 1, old version, main flume 1973-Present
-
28
GSWS10, Equation set C, version 2, current version, main flume 1973-Present
-
29
GSWS10, Equation set D, version 1, current version, v-notch 1997-Present summers only
-
30
GSWSMA, Equation set A, version 1, older version, main flume 1979-1995
-
31
GSWSMA, Equation set A, version 2, old version, main flume 1979-1995
-
32
GSWSMA, Equation set A, version 3, old version, main flume 1979-1995 prior to fish ladder
-
33
GSWSMF, Equation set A, version 1, old version, fish ladder 1995-Present
-
34
GSWSMF, Equation set A, version 2, current version, fish ladder 1995-Present
-
35
GSWSMA, Equation set A, version 4, current version. main flume 1995-Present represents concurrent fish ladder operation; equations are the same as version 3
-
36
GSWSMC, combined Mack Creek main flume + fish ladder (sum of eqn sets 34+35)
-
37
GSLOOK, USGS rating tables for Lookout Creek near Blue River (14161500)
-
38
GSTIDB, USGS rating tables for Blue River below Tidbits Creek (14161100)
-
39
GSLOOK, USGS rating table a for Lookout Creek near Blue River (14161500); reconstructed rating curve 0
-
40
GSLOOK, USGS rating table b for Lookout Creek near Blue River (14161500); reconstructed rating curve 1
-
41
GSLOOK, USGS rating table c for Lookout Creek near Blue River (14161500); reconstructed rating curve 2
-
42
GSLOOK, USGS rating table d for Lookout Creek near Blue River (14161500); reconstructed rating curve 3
-
43
GSLOOK, USGS rating table e for Lookout Creek near Blue River (14161500); reconstructed rating curve 4
-
44
GSLOOK, USGS rating table f for Lookout Creek near Blue River (14161500); original version; extended forward through WY 1956
-
45
GSLOOK, USGS rating table f for Lookout Creek near Blue River (14161500); reconstructed rating curve 5; extended forward through WY 1956
-
46
GSLOOK, USFS rating table g for Lookout Creek near Blue River (14161500); original version
-
47
GSLOOK, USFS rating table g for Lookout Creek near Blue River (14161500); reconstructed rating curve 6
-
48
GSLOOK, USGS rating table 1 for Lookout Creek near Blue River (14161500); original version; extended backward to include WY 1963
-
49
GSLOOK, USGS rating table 1 for Lookout Creek near Blue River (14161500); reconstructed rating curve 7; extended backward to include WY 1963
-
50
GSLOOK, USGS rating table 2 for Lookout Creek near Blue River (14161500); reconstructed rating curve 8
-
51
GSLOOK, USGS rating table 3 for Lookout Creek near Blue River (14161500); reconstructed rating curve 9
-
52
GSLOOK, USGS rating table 4 for Lookout Creek near Blue River (14161500); reconstructed rating curve 10
-
53
GSLOOK, USGS rating table 5 for Lookout Creek near Blue River (14161500); reconstructed rating curve 11
-
54
GSLOOK, USGS rating table 6 for Lookout Creek near Blue River (14161500); reconstructed rating curve 12
-
55
GSLOOK, USGS rating table 7 for Lookout Creek near Blue River (14161500); reconstructed rating curve 13
-
56
GSLOOK, USGS rating table 8 for Lookout Creek near Blue River (14161500); reconstructed rating curve 14
-
57
GSLOOK, USGS rating table 9 for Lookout Creek near Blue River (14161500); reconstructed rating curve 15
-
58
GSLOOK, USGS rating table 10 for Lookout Creek near Blue River (14161500); reconstructed rating curve 16
-
59
GSLOOK, USGS rating table 11 for Lookout Creek near Blue River (14161500); reconstructed rating curve 17
-
60
GSLOOK, USGS rating table 12 for Lookout Creek near Blue River (14161500); reconstructed rating curve 18
-
61
GSLOOK, USGS rating table 13 for Lookout Creek near Blue River (14161500); reconstructed rating curve 19
-
62
GSLOOK, USGS rating table 14 for Lookout Creek near Blue River (14161500); reconstructed rating curve 20
-
63
GSLOOK, USGS rating table 15 for Lookout Creek near Blue River (14161500); reconstructed rating curve 21
-
64
GSLOOK, USGS rating table 16 for Lookout Creek near Blue River (14161500); reconstructed rating curve 22
-
65
GSLOOK, USGS rating table 17 for Lookout Creek near Blue River (14161500); reconstructed rating curve 23
-
66
GSLOOK, USGS rating table 18 for Lookout Creek near Blue River (14161500); reconstructed rating curve 24
-
67
GSWS01, Equation set D, version 1, current version, main flume 1999-Present (replacement for eqn_set_code=' 2')
-
68
GSWS02, Equation set C, version 1, current version, main flume 1999-Present (replacement for eqn_set_code=' 4')
-
69
GSWS03, Equation set D, version 1, current version, main flume 1999-Present (replacement for eqn_set_code=' 6')
-
70
GSWS08, Equation set D, version 1, current version, main flume 1999-Present (replacement for eqn_set_code=' 17')
-
71
GSWS10, Equation set E, version 1, current version, main flume 1999-Present (replacement for eqn_set_code=' 28')
STAGE - numeric(6,3) (ratio)
ID: HF00401.STAGE
Stage height
Type system: Microsoft SQL Server 2019
Unit: feet
Precision: 0.010000
Numeric domain: type=real, min=0.0000 (exclusive=false), max=10.0300 (exclusive=false)
INST_Q - numeric(8,3) (ratio)
ID: HF00401.INST_Q
Instantaneous flow as cubic feet per second (cfs)
Type system: Microsoft SQL Server 2019
Unit: cubic feet per second
Precision: 0.010000
Numeric domain: type=real, min=0.0000 (exclusive=false), max=8000.0000 (exclusive=false)
INST_Q_AREA - numeric(7,3) (ratio)
ID: HF00401.INST_Q_AREA
Instantaneous flow as cubic feet per second per square mile (cfsm)
Type system: Microsoft SQL Server 2019
Unit: cubic feet per second per square mile
Precision: 0.010000
Numeric domain: type=real, min=0.0000 (exclusive=false), max=332.0000 (exclusive=false)
INTERVAL - numeric(4,0) (ratio)
ID: HF00401.INTERVAL
Time interval in minutes (length of time since previous stage value)
Type system: Microsoft SQL Server 2019
Unit: number of minutes of time
Precision: 0.100000
Numeric domain: type=real, min=0.0000 (exclusive=false), max=1440.0000 (exclusive=false)
MEAN_Q - numeric(8,3) (ratio)
ID: HF00401.MEAN_Q
Mean flow as cubic feet per second (cfs) for the preceding time interval (entity 1, 5) or this date (entity 2) or month (entity 3) or year (entity 4)
Type system: Microsoft SQL Server 2019
Unit: cubic feet per second
Precision: 0.100000
Numeric domain: type=real, min=0.0000 (exclusive=false), max=6605.0000 (exclusive=false)
MEAN_Q_AREA - numeric(7,3) (ratio)
ID: HF00401.MEAN_Q_AREA
Mean flow as cubic feet per second per square mile (cfsm) for the preceding time interval (entity 1, 5) or this date (entity 2) or month (entity 3) or year (entity 4)
Type system: Microsoft SQL Server 2019
Unit: cubic feet per second per square mile
Precision: 0.100000
Numeric domain: type=real, min=0.0000 (exclusive=false), max=275.0000 (exclusive=false)
TOTAL_Q_INT - numeric(8,6) (ratio)
ID: HF00401.TOTAL_Q_INT
Total flow as inches of water (over the watershed area) for the preceding time interval
Type system: Microsoft SQL Server 2019
Unit: inches
Precision: 0.010000
Numeric domain: type=real, min=0.0000 (exclusive=false), max=2.1000 (exclusive=false)
ESTCODE - char(1) (nominal)
ID: HF00401.ESTCODE
Estimate code
Type system: Microsoft SQL Server 2019
Code definitions (7)
-
A
Accepted value
-
M
Missing value
-
E
Estimated value
-
V
Provisional data (subject to change)
-
Q
Questionable value
-
S
Proportional nutrient sample removed
-
P
Fire effects may have impacted the data
EVENT_CODE - char(6) (nominal)
ID: HF00401.EVENT_CODE
Indicates that a comment exists independently for this date and time, and is typically the installation or removal of a v-notch or other change in rating curves used, or a site maintenance visit
Type system: Microsoft SQL Server 2019
Code definitions (6)
-
NA
No event is reported (not applicable)
-
INSREM
Installation or removal of a v-notch weir, or a change in rating equations applied
-
MAINTE
A maintenance event has occurred (e.g., site visit)
-
WEATHR
A weather event is affecting the stream discharge measurement
-
BURNED
Burning, including cleared trees and brush or wildfire, within the watershed (code begins at event initiation)
-
QUALTY
Event may directly affect data quality (individual activities tracked in field notes database)
HF00402 - Daily streamflow summaries
Object name: HF00402_v16.csv
Records: 249105
Attributes: 11
Temporal coverage: 1949-10-01 to 2024-09-30
File size: 16595092 byte
Checksum (MD5): 4aeb2b3a6de94af256cebd79b8890866
Format: headers=1, recordDelimiter=\r\n, fieldDelimiter=,, quoteCharacter=", orientation=column
Constraints (2)
-
primaryKey: PRIMARY HF00402.DATE, HF00402.SITECODE
-
notNullConstraint: NOTNULL HF00402.DATE, HF00402.WATERYEAR, HF00402.ESTCODE, HF00402.STCODE, HF00402.SITECODE, HF00402.FORMAT
Attributes (11)
STCODE - char(5) (nominal)
ID: HF00402.STCODE
Study code
Type system: Microsoft SQL Server 2019
Code definitions (1)
-
HF004
Study code HF004
FORMAT - numeric(2,0) (ratio)
ID: HF00402.FORMAT
Entity number
Type system: Microsoft SQL Server 2019
Unit: number
Precision: 1.000000
Numeric domain: type=integer, min=2.0000 (exclusive=false), max=2.0000 (exclusive=false)
SITECODE - char(6) (ordinal)
ID: HF00402.SITECODE
Site code
Type system: Microsoft SQL Server 2019
Code definitions (13)
-
GSWS01
Andrews Watershed 1 Gaging Station
-
GSWS02
Andrews Watershed 2 Gaging Station
-
GSWS03
Andrews Watershed 3 Gaging Station
-
GSWS06
Andrews Watershed 6 Gaging Station
-
GSWS07
Andrews Watershed 7 Gaging Station
-
GSWS08
Andrews Watershed 8 Gaging Station
-
GSWS09
Andrews Watershed 9 Gaging Station
-
GSWS10
Andrews Watershed 10 Gaging Station
-
GSLOOK
Andrews Lookout Creek Gaging Station
-
GSWSMA
Andrews Mack Creek Main Flume
-
GSWSMC
Andrews Mack Creek Watershed (combined main & fish)
-
GSWSMF
Andrews Mack Creek Fish Ladder
-
GSTIDB
Upper Blue River Gaging Station below Tidbits Creek
WATERYEAR - numeric(4,0) (interval)
ID: HF00402.WATERYEAR
Wateryear: October 1 - September 30
Type system: Microsoft SQL Server 2019
Unit: number
Precision: 1.000000
Numeric domain: type=integer, min=1950.0000 (exclusive=false), max=2024.0000 (exclusive=false)
DATE - datetime (dateTime)
ID: HF00402.DATE
Date
Type system: Microsoft SQL Server 2019
Date format: YYYY-MM-DD
MEAN_Q - numeric(8,3) (ratio)
ID: HF00402.MEAN_Q
Mean flow as cubic feet per second (cfs) for the preceding time interval (entity 1, 5) or this date (entity 2) or month (entity 3) or year (entity 4)
Type system: Microsoft SQL Server 2019
Unit: cubic feet per second
Precision: 0.100000
Numeric domain: type=real, min=0.0000 (exclusive=false), max=4890.0000 (exclusive=false)
MAX_Q - numeric(8,3) (ratio)
ID: HF00402.MAX_Q
Maximum cubic feet per second (cfs) for this date (entity 2) or month (entity 3) or year (entity 4)
Type system: Microsoft SQL Server 2019
Unit: cubic feet per second
Precision: 0.100000
Numeric domain: type=real, min=0.0000 (exclusive=false), max=8000.0000 (exclusive=false)
MIN_Q - numeric(8,3) (ratio)
ID: HF00402.MIN_Q
Minimum cubic feet per second (cfs) for this date (entity 2) or month (entity 3) or year (entity 4)
Type system: Microsoft SQL Server 2019
Unit: cubic feet per second
Precision: 0.100000
Numeric domain: type=real, min=0.0000 (exclusive=false), max=2415.0000 (exclusive=false)
MEAN_Q_AREA - numeric(7,3) (ratio)
ID: HF00402.MEAN_Q_AREA
Mean flow as cubic feet per second per square mile (cfsm) for the preceding time interval (entity 1, 5) or this date (entity 2) or month (entity 3) or year (entity 4)
Type system: Microsoft SQL Server 2019
Unit: cubic feet per second per square mile
Precision: 0.100000
Numeric domain: type=real, min=0.0000 (exclusive=false), max=202.9200 (exclusive=false)
TOTAL_Q_AREA - numeric(7,3) (ratio)
ID: HF00402.TOTAL_Q_AREA
Total flow as inches of water (over the watershed area) for this date (entity 2) or month (entity 3) or year (entity 4)
Type system: Microsoft SQL Server 2019
Unit: inches
Precision: 0.010000
Numeric domain: type=real, min=0.0000 (exclusive=false), max=7.5430 (exclusive=false)
ESTCODE - char(1) (nominal)
ID: HF00402.ESTCODE
Estimate code
Type system: Microsoft SQL Server 2019
Code definitions (7)
-
A
Accepted value
-
M
Missing value
-
E
Estimated value
-
V
Provisional data (subject to change)
-
Q
Questionable value
-
S
Proportional nutrient sample removed
-
P
Fire effects may have impacted the data
HF00403 - Monthly streamflow summaries
Object name: HF00403_v16.csv
Records: 8268
Attributes: 14
Temporal coverage: 1949-10-01 to 2024-09-30
File size: 561325 byte
Checksum (MD5): aaae0abb47aa159712abdd8b1cccbad7
Format: headers=1, recordDelimiter=\r\n, fieldDelimiter=,, quoteCharacter=", orientation=column
Constraints (2)
-
primaryKey: PRIMARY HF00403.YEAR, HF00403.MONTH, HF00403.SITECODE
-
notNullConstraint: NOTNULL HF00403.YEAR, HF00403.MONTH, HF00403.WATERYEAR, HF00403.ESTCODE, HF00403.STCODE, HF00403.SITECODE, HF00403.ESTDAYS, HF00403.FORMAT, HF00403.TOTAL_DAYS
Attributes (14)
STCODE - char(5) (nominal)
ID: HF00403.STCODE
Study code
Type system: Microsoft SQL Server 2019
Code definitions (1)
-
HF004
Study code HF004
FORMAT - numeric(2,0) (ratio)
ID: HF00403.FORMAT
Entity number
Type system: Microsoft SQL Server 2019
Unit: number
Precision: 1.000000
Numeric domain: type=integer, min=3.0000 (exclusive=false), max=3.0000 (exclusive=false)
SITECODE - char(6) (ordinal)
ID: HF00403.SITECODE
Site code
Type system: Microsoft SQL Server 2019
Code definitions (13)
-
GSWS01
Andrews Watershed 1 Gaging Station
-
GSWS02
Andrews Watershed 2 Gaging Station
-
GSWS03
Andrews Watershed 3 Gaging Station
-
GSWS06
Andrews Watershed 6 Gaging Station
-
GSWS07
Andrews Watershed 7 Gaging Station
-
GSWS08
Andrews Watershed 8 Gaging Station
-
GSWS09
Andrews Watershed 9 Gaging Station
-
GSWS10
Andrews Watershed 10 Gaging Station
-
GSLOOK
Andrews Lookout Creek Gaging Station
-
GSWSMA
Andrews Mack Creek Main Flume
-
GSWSMC
Andrews Mack Creek Watershed (combined main & fish)
-
GSWSMF
Andrews Mack Creek Fish Ladder
-
GSTIDB
Upper Blue River Gaging Station below Tidbits Creek
WATERYEAR - numeric(4,0) (interval)
ID: HF00403.WATERYEAR
Wateryear: October 1 - September 30
Type system: Microsoft SQL Server 2019
Unit: number
Precision: 1.000000
Numeric domain: type=integer, min=1950.0000 (exclusive=false), max=2024.0000 (exclusive=false)
YEAR - numeric(4,0) (interval)
ID: HF00403.YEAR
Calendar year
Type system: Microsoft SQL Server 2019
Unit: number
Precision: 1.000000
Numeric domain: type=integer, min=1949.0000 (exclusive=false), max=2024.0000 (exclusive=false)
MONTH - numeric(2,0) (interval)
ID: HF00403.MONTH
Calendar month
Type system: Microsoft SQL Server 2019
Unit: number
Precision: 1.000000
Numeric domain: type=integer, min=1.0000 (exclusive=false), max=12.0000 (exclusive=false)
MEAN_Q - numeric(8,3) (ratio)
ID: HF00403.MEAN_Q
Mean flow as cubic feet per second (cfs) for the preceding time interval (entity 1, 5) or this date (entity 2) or month (entity 3) or year (entity 4)
Type system: Microsoft SQL Server 2019
Unit: cubic feet per second
Precision: 0.100000
Numeric domain: type=real, min=0.0000 (exclusive=false), max=794.1290 (exclusive=false)
MAX_Q - numeric(8,3) (ratio)
ID: HF00403.MAX_Q
Maximum cubic feet per second (cfs) for this date (entity 2) or month (entity 3) or year (entity 4)
Type system: Microsoft SQL Server 2019
Unit: cubic feet per second
Precision: 0.100000
Numeric domain: type=real, min=0.0000 (exclusive=false), max=8000.0000 (exclusive=false)
MIN_Q - numeric(8,3) (ratio)
ID: HF00403.MIN_Q
Minimum cubic feet per second (cfs) for this date (entity 2) or month (entity 3) or year (entity 4)
Type system: Microsoft SQL Server 2019
Unit: cubic feet per second
Precision: 0.100000
Numeric domain: type=real, min=0.0000 (exclusive=false), max=195.0000 (exclusive=false)
MEAN_Q_AREA - numeric(7,3) (ratio)
ID: HF00403.MEAN_Q_AREA
Mean flow as cubic feet per second per square mile (cfsm) for the preceding time interval (entity 1, 5) or this date (entity 2) or month (entity 3) or year (entity 4)
Type system: Microsoft SQL Server 2019
Unit: cubic feet per second per square mile
Precision: 0.100000
Numeric domain: type=real, min=0.0000 (exclusive=false), max=32.9510 (exclusive=false)
TOTAL_Q_AREA - numeric(7,3) (ratio)
ID: HF00403.TOTAL_Q_AREA
Total flow as inches of water (over the watershed area) for this date (entity 2) or month (entity 3) or year (entity 4)
Type system: Microsoft SQL Server 2019
Unit: inches
Precision: 0.010000
Numeric domain: type=real, min=0.0000 (exclusive=false), max=37.9800 (exclusive=false)
ESTCODE - char(1) (nominal)
ID: HF00403.ESTCODE
Estimate code
Type system: Microsoft SQL Server 2019
Code definitions (7)
-
A
Accepted value
-
M
Missing value
-
E
Estimated value
-
V
Provisional data (subject to change)
-
Q
Questionable value
-
S
Proportional nutrient sample removed
-
P
Fire effects may have impacted the data
ESTDAYS - numeric(3,0) (ratio)
ID: HF00403.ESTDAYS
Number of days estimated in the summary period
Type system: Microsoft SQL Server 2019
Unit: number of days
Precision: 1.000000
Numeric domain: type=integer, min=0.0000 (exclusive=false), max=31.0000 (exclusive=false)
TOTAL_DAYS - numeric(3,0) (ratio)
ID: HF00403.TOTAL_DAYS
Total days of non-missing record included in the summary period
Type system: Microsoft SQL Server 2019
Unit: number of days
Precision: 1.000000
Numeric domain: type=integer, min=0.0000 (exclusive=false), max=31.0000 (exclusive=false)
HF00404 - Annual streamflow summaries by wateryear (October 1 - September 30)
Object name: HF00404_v16.csv
Records: 689
Attributes: 12
Temporal coverage: 1949-10-01 to 2024-09-30
File size: 43467 byte
Checksum (MD5): a33d8f02672233ef4810b76bf43bb1a8
Format: headers=1, recordDelimiter=\r\n, fieldDelimiter=,, quoteCharacter=", orientation=column
Constraints (2)
-
primaryKey: PRIMARY HF00404.WATERYEAR, HF00404.SITECODE
-
notNullConstraint: NOTNULL HF00404.WATERYEAR, HF00404.ESTCODE, HF00404.STCODE, HF00404.SITECODE, HF00404.ESTDAYS, HF00404.FORMAT, HF00404.TOTAL_DAYS
Attributes (12)
STCODE - char(5) (nominal)
ID: HF00404.STCODE
Study code
Type system: Microsoft SQL Server 2019
Code definitions (1)
-
HF004
Study code HF004
FORMAT - numeric(2,0) (ratio)
ID: HF00404.FORMAT
Entity number
Type system: Microsoft SQL Server 2019
Unit: number
Precision: 1.000000
Numeric domain: type=integer, min=4.0000 (exclusive=false), max=4.0000 (exclusive=false)
SITECODE - char(6) (ordinal)
ID: HF00404.SITECODE
Site code
Type system: Microsoft SQL Server 2019
Code definitions (13)
-
GSWS01
Andrews Watershed 1 Gaging Station
-
GSWS02
Andrews Watershed 2 Gaging Station
-
GSWS03
Andrews Watershed 3 Gaging Station
-
GSWS06
Andrews Watershed 6 Gaging Station
-
GSWS07
Andrews Watershed 7 Gaging Station
-
GSWS08
Andrews Watershed 8 Gaging Station
-
GSWS09
Andrews Watershed 9 Gaging Station
-
GSWS10
Andrews Watershed 10 Gaging Station
-
GSLOOK
Andrews Lookout Creek Gaging Station
-
GSWSMA
Andrews Mack Creek Main Flume
-
GSWSMC
Andrews Mack Creek Watershed (combined main & fish)
-
GSWSMF
Andrews Mack Creek Fish Ladder
-
GSTIDB
Upper Blue River Gaging Station below Tidbits Creek
WATERYEAR - numeric(4,0) (interval)
ID: HF00404.WATERYEAR
Wateryear: October 1 - September 30
Type system: Microsoft SQL Server 2019
Unit: number
Precision: 1.000000
Numeric domain: type=integer, min=1950.0000 (exclusive=false), max=2024.0000 (exclusive=false)
MEAN_Q - numeric(8,3) (ratio)
ID: HF00404.MEAN_Q
Mean flow as cubic feet per second (cfs) for the preceding time interval (entity 1, 5) or this date (entity 2) or month (entity 3) or year (entity 4)
Type system: Microsoft SQL Server 2019
Unit: cubic feet per second
Precision: 0.100000
Numeric domain: type=real, min=0.0340 (exclusive=false), max=207.1000 (exclusive=false)
MAX_Q - numeric(8,3) (ratio)
ID: HF00404.MAX_Q
Maximum cubic feet per second (cfs) for this date (entity 2) or month (entity 3) or year (entity 4)
Type system: Microsoft SQL Server 2019
Unit: cubic feet per second
Precision: 0.100000
Numeric domain: type=real, min=0.4130 (exclusive=false), max=8000.0000 (exclusive=false)
MIN_Q - numeric(8,3) (ratio)
ID: HF00404.MIN_Q
Minimum cubic feet per second (cfs) for this date (entity 2) or month (entity 3) or year (entity 4)
Type system: Microsoft SQL Server 2019
Unit: cubic feet per second
Precision: 0.100000
Numeric domain: type=real, min=0.0000 (exclusive=false), max=15.0000 (exclusive=false)
MEAN_Q_AREA - numeric(7,3) (ratio)
ID: HF00404.MEAN_Q_AREA
Mean flow as cubic feet per second per square mile (cfsm) for the preceding time interval (entity 1, 5) or this date (entity 2) or month (entity 3) or year (entity 4)
Type system: Microsoft SQL Server 2019
Unit: cubic feet per second per square mile
Precision: 0.100000
Numeric domain: type=real, min=0.0180 (exclusive=false), max=8.9380 (exclusive=false)
TOTAL_Q_AREA - numeric(7,3) (ratio)
ID: HF00404.TOTAL_Q_AREA
Total flow as inches of water (over the watershed area) for this date (entity 2) or month (entity 3) or year (entity 4)
Type system: Microsoft SQL Server 2019
Unit: inches
Precision: 0.010000
Numeric domain: type=real, min=0.2490 (exclusive=false), max=116.6000 (exclusive=false)
ESTCODE - char(1) (nominal)
ID: HF00404.ESTCODE
Estimate code
Type system: Microsoft SQL Server 2019
Code definitions (7)
-
A
Accepted value
-
M
Missing value
-
E
Estimated value
-
V
Provisional data (subject to change)
-
Q
Questionable value
-
S
Proportional nutrient sample removed
-
P
Fire effects may have impacted the data
ESTDAYS - numeric(3,0) (ratio)
ID: HF00404.ESTDAYS
Number of days estimated in the summary period
Type system: Microsoft SQL Server 2019
Unit: number of days
Precision: 1.000000
Numeric domain: type=integer, min=0.0000 (exclusive=false), max=150.0000 (exclusive=false)
TOTAL_DAYS - numeric(3,0) (ratio)
ID: HF00404.TOTAL_DAYS
Total days of non-missing record included in the summary period
Type system: Microsoft SQL Server 2019
Unit: number of days
Precision: 1.000000
Numeric domain: type=integer, min=0.0000 (exclusive=false), max=366.0000 (exclusive=false)
HF00406 - Flow summaries for sediment and nutrient sampling periods
Object name: HF00406_v16.csv
Records: 8027
Attributes: 8
Temporal coverage: 1968-10-01 to 2024-10-01
File size: 570304 byte
Checksum (MD5): d2259a6790a48d0cea1db1564c63a851
Format: headers=1, recordDelimiter=\r\n, fieldDelimiter=,, quoteCharacter=", orientation=column
Constraints (2)
-
primaryKey: PRIMARY HF00406.BEGIN_DATETIME, HF00406.SITECODE
-
notNullConstraint: NOTNULL HF00406.BEGIN_DATETIME, HF00406.END_DATETIME, HF00406.WATERYEAR, HF00406.ESTCODE, HF00406.STCODE, HF00406.SITECODE, HF00406.FORMAT
Attributes (8)
STCODE - char(5) (nominal)
ID: HF00406.STCODE
Study code
Type system: Microsoft SQL Server 2019
Code definitions (1)
-
HF004
Study code HF004
FORMAT - numeric(2,0) (ratio)
ID: HF00406.FORMAT
Entity number
Type system: Microsoft SQL Server 2019
Unit: number
Precision: 1.000000
Numeric domain: type=integer, min=6.0000 (exclusive=false), max=6.0000 (exclusive=false)
SITECODE - char(6) (ordinal)
ID: HF00406.SITECODE
Site code
Type system: Microsoft SQL Server 2019
Code definitions (13)
-
GSWS01
Andrews Watershed 1 Gaging Station
-
GSWS02
Andrews Watershed 2 Gaging Station
-
GSWS03
Andrews Watershed 3 Gaging Station
-
GSWS06
Andrews Watershed 6 Gaging Station
-
GSWS07
Andrews Watershed 7 Gaging Station
-
GSWS08
Andrews Watershed 8 Gaging Station
-
GSWS09
Andrews Watershed 9 Gaging Station
-
GSWS10
Andrews Watershed 10 Gaging Station
-
GSLOOK
Andrews Lookout Creek Gaging Station
-
GSWSMA
Andrews Mack Creek Main Flume
-
GSWSMC
Andrews Mack Creek Watershed (combined main & fish)
-
GSWSMF
Andrews Mack Creek Fish Ladder
-
GSTIDB
Upper Blue River Gaging Station below Tidbits Creek
WATERYEAR - numeric(4,0) (interval)
ID: HF00406.WATERYEAR
Wateryear: October 1 - September 30
Type system: Microsoft SQL Server 2019
Unit: number
Precision: 1.000000
Numeric domain: type=integer, min=1969.0000 (exclusive=false), max=2024.0000 (exclusive=false)
BEGIN_DATETIME - datetime (dateTime)
ID: HF00406.BEGIN_DATETIME
Beginning date and time of proportional sampling period
Type system: Microsoft SQL Server 2019
Date format: YYYY-MM-DD hh:mm:ss
END_DATETIME - datetime (dateTime)
ID: HF00406.END_DATETIME
Ending date and time of proportional sampling period
Type system: Microsoft SQL Server 2019
Date format: YYYY-MM-DD hh:mm:ss
TOTAL_Q_SMPL - numeric(7,3) (ratio)
ID: HF00406.TOTAL_Q_SMPL
Total flow as inches of water during proportional sampling period (over the watershed area)
Type system: Microsoft SQL Server 2019
Unit: inches
Precision: 0.100000
Numeric domain: type=real, min=0.0000 (exclusive=false), max=68.8390 (exclusive=false)
ESTCODE - char(1) (nominal)
ID: HF00406.ESTCODE
Estimate code
Type system: Microsoft SQL Server 2019
Code definitions (7)
-
A
Accepted value
-
M
Missing value
-
E
Estimated value
-
V
Provisional data (subject to change)
-
Q
Questionable value
-
S
Proportional nutrient sample removed
-
P
Fire effects may have impacted the data
HF00407 - Discharge data calculated from discontinued rating curves (5 minute frequency data)
Object name: HF00407_v1.txt
Records: 10835424
Attributes: 15
Temporal coverage: 1987-10-01 to 2016-10-01
File size: 1031361822 byte
Checksum (MD5): af766ede7cfd0a728125826ccc6b48ba
Format: headers=1, recordDelimiter=\r\n, fieldDelimiter=,, quoteCharacter=", orientation=column
Constraints (2)
-
primaryKey: PRIMARY HF00407.SITECODE, HF00407.DATE_TIME
-
notNullConstraint: NOTNULL HF00407.WATERYEAR, HF00407.ESTCODE, HF00407.STCODE, HF00407.SITECODE, HF00407.FORMAT, HF00407.DATE_TIME, HF00407.EQN_SET_CODE, HF00407.EVENT_CODE
Attributes (15)
STCODE - char(5) (nominal)
ID: HF00407.STCODE
Study code
Type system: Microsoft SQL Server 2019
Code definitions (1)
-
HF004
Study code HF004
FORMAT - numeric(2,0) (ratio)
ID: HF00407.FORMAT
Entity number
Type system: Microsoft SQL Server 2019
Unit: number
Precision: 1.000000
Numeric domain: type=integer, min=7.0000 (exclusive=false), max=7.0000 (exclusive=false)
SITECODE - char(6) (ordinal)
ID: HF00407.SITECODE
Site code
Type system: Microsoft SQL Server 2019
Code definitions (13)
-
GSWS01
Andrews Watershed 1 Gaging Station
-
GSWS02
Andrews Watershed 2 Gaging Station
-
GSWS03
Andrews Watershed 3 Gaging Station
-
GSWS06
Andrews Watershed 6 Gaging Station
-
GSWS07
Andrews Watershed 7 Gaging Station
-
GSWS08
Andrews Watershed 8 Gaging Station
-
GSWS09
Andrews Watershed 9 Gaging Station
-
GSWS10
Andrews Watershed 10 Gaging Station
-
GSLOOK
Andrews Lookout Creek Gaging Station
-
GSWSMA
Andrews Mack Creek Main Flume
-
GSWSMC
Andrews Mack Creek Watershed (combined main & fish)
-
GSWSMF
Andrews Mack Creek Fish Ladder
-
GSTIDB
Upper Blue River Gaging Station below Tidbits Creek
WATERYEAR - numeric(4,0) (interval)
ID: HF00407.WATERYEAR
Wateryear: October 1 - September 30
Type system: Microsoft SQL Server 2019
Unit: number
Precision: 1.000000
Numeric domain: type=integer, min=1988.0000 (exclusive=false), max=2016.0000 (exclusive=false)
DATE_TIME - datetime (dateTime)
ID: HF00407.DATE_TIME
Date and time (PST) of stage height measurement
Type system: Microsoft SQL Server 2019
Date format: YYYY-MM-DD hh:mm:ss
EQN_SET_CODE - char(3) (nominal)
ID: HF00407.EQN_SET_CODE
Equation set code describes the rating equation set and version used to calculate streamflow
Type system: Microsoft SQL Server 2019
Code definitions (71)
-
1
GSWS01, Equation set A, version 1, current version, original flume 1952-1956
-
2
GSWS01, Equation set B, version 1, current version, main flume 1956-Present
-
3
GSWS01, Equation set C, version 1, current version, v-notch 1999-Present summers only
-
4
GSWS02, Equation set A, version 1, current version, main flume 1952-Present
-
5
GSWS02, Equation set B, version 1, current version, v-notch 1999-Present summers only
-
6
GSWS03, Equation set A, version 1, current version, main flume 1952-Present
-
7
GSWS03, Equation set B, version 1, current version, main flume post-flood 1964-1966
-
8
GSWS03, Equation set C, version 1, current version, v-notch 1999-Present summers only
-
9
GSWS06, Equation set A, version 1, current version, original H-flume 1963-1997
-
10
GSWS06, Equation set B, version 1, current version, main flume 1997-Present
-
11
GSWS06, Equation set C, version 1, current version, v-notch 1998-Present summers only
-
12
GSWS07, Equation set A, version 1, current version, original H-flume 1963-1997
-
13
GSWS07, Equation set B, version 1, current version, main flume 1997-Present
-
14
GSWS07, Equation set C, version 1, current version, v-notch 1998-Present summers only
-
15
GSWS08, Equation set A, version 1, current version, original H-flume 1963-1987
-
16
GSWS08, Equation set B, version 1, old version, main flume 1987-Present
-
17
GSWS08, Equation set B, version 2, current version, main flume 1987-Present
-
18
GSWS08, Equation set C, version 1, current version, v-notch 1997-Present summers only
-
19
GSWS09, Equation set A, version 1, current version, original H-flume 1968-1973
-
20
GSWS09, Equation set B, version 1, old version, original v-notch 1973-1979 summers only
-
21
GSWS09, Equation set B, version 2, current version, original v-notch 1973-1979 summers only
-
22
GSWS09, Equation set C, version 1, old version, main flume 1973-Present
-
23
GSWS09, Equation set C, version 2, current version, main flume 1973-Present
-
24
GSWS09, Equation set D, version 1, current version, v-notch 1997-Present summers only
-
25
GSWS10, Equation set A, version 1, current version, original H-flume 1968-1973
-
26
GSWS10, Equation set B, version 1, current version, original v-notch 1973-1979 summers only
-
27
GSWS10, Equation set C, version 1, old version, main flume 1973-Present
-
28
GSWS10, Equation set C, version 2, current version, main flume 1973-Present
-
29
GSWS10, Equation set D, version 1, current version, v-notch 1997-Present summers only
-
30
GSWSMA, Equation set A, version 1, older version, main flume 1979-1995
-
31
GSWSMA, Equation set A, version 2, old version, main flume 1979-1995
-
32
GSWSMA, Equation set A, version 3, old version, main flume 1979-1995 prior to fish ladder
-
33
GSWSMF, Equation set A, version 1, old version, fish ladder 1995-Present
-
34
GSWSMF, Equation set A, version 2, current version, fish ladder 1995-Present
-
35
GSWSMA, Equation set A, version 4, current version. main flume 1995-Present represents concurrent fish ladder operation; equations are the same as version 3
-
36
GSWSMC, combined Mack Creek main flume + fish ladder (sum of eqn sets 34+35)
-
37
GSLOOK, USGS rating tables for Lookout Creek near Blue River (14161500)
-
38
GSTIDB, USGS rating tables for Blue River below Tidbits Creek (14161100)
-
39
GSLOOK, USGS rating table a for Lookout Creek near Blue River (14161500); reconstructed rating curve 0
-
40
GSLOOK, USGS rating table b for Lookout Creek near Blue River (14161500); reconstructed rating curve 1
-
41
GSLOOK, USGS rating table c for Lookout Creek near Blue River (14161500); reconstructed rating curve 2
-
42
GSLOOK, USGS rating table d for Lookout Creek near Blue River (14161500); reconstructed rating curve 3
-
43
GSLOOK, USGS rating table e for Lookout Creek near Blue River (14161500); reconstructed rating curve 4
-
44
GSLOOK, USGS rating table f for Lookout Creek near Blue River (14161500); original version; extended forward through WY 1956
-
45
GSLOOK, USGS rating table f for Lookout Creek near Blue River (14161500); reconstructed rating curve 5; extended forward through WY 1956
-
46
GSLOOK, USFS rating table g for Lookout Creek near Blue River (14161500); original version
-
47
GSLOOK, USFS rating table g for Lookout Creek near Blue River (14161500); reconstructed rating curve 6
-
48
GSLOOK, USGS rating table 1 for Lookout Creek near Blue River (14161500); original version; extended backward to include WY 1963
-
49
GSLOOK, USGS rating table 1 for Lookout Creek near Blue River (14161500); reconstructed rating curve 7; extended backward to include WY 1963
-
50
GSLOOK, USGS rating table 2 for Lookout Creek near Blue River (14161500); reconstructed rating curve 8
-
51
GSLOOK, USGS rating table 3 for Lookout Creek near Blue River (14161500); reconstructed rating curve 9
-
52
GSLOOK, USGS rating table 4 for Lookout Creek near Blue River (14161500); reconstructed rating curve 10
-
53
GSLOOK, USGS rating table 5 for Lookout Creek near Blue River (14161500); reconstructed rating curve 11
-
54
GSLOOK, USGS rating table 6 for Lookout Creek near Blue River (14161500); reconstructed rating curve 12
-
55
GSLOOK, USGS rating table 7 for Lookout Creek near Blue River (14161500); reconstructed rating curve 13
-
56
GSLOOK, USGS rating table 8 for Lookout Creek near Blue River (14161500); reconstructed rating curve 14
-
57
GSLOOK, USGS rating table 9 for Lookout Creek near Blue River (14161500); reconstructed rating curve 15
-
58
GSLOOK, USGS rating table 10 for Lookout Creek near Blue River (14161500); reconstructed rating curve 16
-
59
GSLOOK, USGS rating table 11 for Lookout Creek near Blue River (14161500); reconstructed rating curve 17
-
60
GSLOOK, USGS rating table 12 for Lookout Creek near Blue River (14161500); reconstructed rating curve 18
-
61
GSLOOK, USGS rating table 13 for Lookout Creek near Blue River (14161500); reconstructed rating curve 19
-
62
GSLOOK, USGS rating table 14 for Lookout Creek near Blue River (14161500); reconstructed rating curve 20
-
63
GSLOOK, USGS rating table 15 for Lookout Creek near Blue River (14161500); reconstructed rating curve 21
-
64
GSLOOK, USGS rating table 16 for Lookout Creek near Blue River (14161500); reconstructed rating curve 22
-
65
GSLOOK, USGS rating table 17 for Lookout Creek near Blue River (14161500); reconstructed rating curve 23
-
66
GSLOOK, USGS rating table 18 for Lookout Creek near Blue River (14161500); reconstructed rating curve 24
-
67
GSWS01, Equation set D, version 1, current version, main flume 1999-Present (replacement for eqn_set_code=' 2')
-
68
GSWS02, Equation set C, version 1, current version, main flume 1999-Present (replacement for eqn_set_code=' 4')
-
69
GSWS03, Equation set D, version 1, current version, main flume 1999-Present (replacement for eqn_set_code=' 6')
-
70
GSWS08, Equation set D, version 1, current version, main flume 1999-Present (replacement for eqn_set_code=' 17')
-
71
GSWS10, Equation set E, version 1, current version, main flume 1999-Present (replacement for eqn_set_code=' 28')
STAGE - numeric(6,3) (ratio)
ID: HF00407.STAGE
Stage height
Type system: Microsoft SQL Server 2019
Unit: feet
Precision: 0.010000
Numeric domain: type=real, min=0.0010 (exclusive=false), max=1.6300 (exclusive=false)
INST_Q - numeric(8,3) (ratio)
ID: HF00407.INST_Q
Instantaneous flow as cubic feet per second (cfs)
Type system: Microsoft SQL Server 2019
Unit: cubic feet per second
Precision: 0.010000
Numeric domain: type=real, min=0.0000 (exclusive=false), max=53.0500 (exclusive=false)
INST_Q_AREA - numeric(7,3) (ratio)
ID: HF00407.INST_Q_AREA
Instantaneous flow as cubic feet per second per square mile (cfsm)
Type system: Microsoft SQL Server 2019
Unit: cubic feet per second per square mile
Precision: 0.010000
Numeric domain: type=real, min=0.0000 (exclusive=false), max=168.4200 (exclusive=false)
INTERVAL - numeric(4,0) (ratio)
ID: HF00407.INTERVAL
Time interval in minutes (length of time since previous stage value)
Type system: Microsoft SQL Server 2019
Unit: number of minutes of time
Precision: 0.100000
Numeric domain: type=real, min=5.0000 (exclusive=false), max=5.0000 (exclusive=false)
MEAN_Q - numeric(8,3) (ratio)
ID: HF00407.MEAN_Q
Mean flow as cubic feet per second (cfs) for the preceding time interval (entity 1, 5) or this date (entity 2) or month (entity 3) or year (entity 4)
Type system: Microsoft SQL Server 2019
Unit: cubic feet per second
Precision: 0.100000
Numeric domain: type=real, min=0.0000 (exclusive=false), max=52.0700 (exclusive=false)
MEAN_Q_AREA - numeric(7,3) (ratio)
ID: HF00407.MEAN_Q_AREA
Mean flow as cubic feet per second per square mile (cfsm) for the preceding time interval (entity 1, 5) or this date (entity 2) or month (entity 3) or year (entity 4)
Type system: Microsoft SQL Server 2019
Unit: cubic feet per second per square mile
Precision: 0.100000
Numeric domain: type=real, min=0.0010 (exclusive=false), max=168.2900 (exclusive=false)
TOTAL_Q_INT - numeric(8,6) (ratio)
ID: HF00407.TOTAL_Q_INT
Total flow as inches of water (over the watershed area) for the preceding time interval
Type system: Microsoft SQL Server 2019
Unit: inches
Precision: 0.010000
Numeric domain: type=real, min=0.0000 (exclusive=false), max=0.0220 (exclusive=false)
ESTCODE - char(1) (nominal)
ID: HF00407.ESTCODE
Estimate code
Type system: Microsoft SQL Server 2019
Code definitions (7)
-
A
Accepted value
-
M
Missing value
-
E
Estimated value
-
V
Provisional data (subject to change)
-
Q
Questionable value
-
S
Proportional nutrient sample removed
-
P
Fire effects may have impacted the data
EVENT_CODE - char(6) (nominal)
ID: HF00407.EVENT_CODE
Indicates that a comment exists independently for this date and time, and is typically the installation or removal of a v-notch or other change in rating curves used, or a site maintenance visit
Type system: Microsoft SQL Server 2019
Code definitions (6)
-
NA
No event is reported (not applicable)
-
INSREM
Installation or removal of a v-notch weir, or a change in rating equations applied
-
MAINTE
A maintenance event has occurred (e.g., site visit)
-
WEATHR
A weather event is affecting the stream discharge measurement
-
BURNED
Burning, including cleared trees and brush or wildfire, within the watershed (code begins at event initiation)
-
QUALTY
Event may directly affect data quality (individual activities tracked in field notes database)
Units
| number of days | days | time | nominalDay | second | 86400 | one day excluding leap seconds, 86400 seconds |
| cubic feet | ft3 | volume | footCubed | meterCubed | 0.02832 | cubic feet |
| number | number | dimensionless | number | dimensionless | 1 | dimensionless number, i.e., ratio, count |
| number of minutes of time | min | time | nominalMinute | second | 60 | one minute excluding leap seconds, 60 seconds; the sixtieth part of an hour of time |
| cubic feet per second | cfs | volumetricRate | footCubedPerSecond | literPerSecond | 28.31685 | cubic feet per second |
| cubic feet per second per square mile | cfsm | volumetricAreaRate | footCubedPerSecondPerMileSquared | meterCubedPerSecondPerMeterSquared | 0.00000001093 | cubic feet per second per square mile |
| feet | ft | length | foot | meter | 0.3048 | feet; 12 inches |
| inches | in | length | inch | meter | 0.0254 | inches; an imperial measure of length |
Intellectual Rights
Data Use Agreement:
The re-use of scientific data has the potential to greatly increase communication, collaboration and synthesis within and among disciplines, and thus is fostered, supported and encouraged. This Data Set is released under the Creative Commons license CC BY "Attribution" (see: https://creativecommons.org/licenses/by/4.0/). Creative Commons license CC BY - Attribution is a license that allows others to distribute, remix, tweak, and build upon your work (even commercially), as long as you are credited for the original creation. This license accommodates maximum dissemination and use of licensed materials.
It is considered professional conduct and an ethical obligation to acknowledge the work of other scientists. The Data User is asked to provide attribution of the original work if this data package is shared in whole or by individual parts or used in the derivation of other products. A recommended citation is provided for each Data Set in the Andrews LTER data catalog (see: http://andlter.forestry.oregonstate.edu/data/catalog/datacatalog.aspx). A generic citation is also provided for this Data Set on the website https://portal.edirepository.org in the summary metadata page. Data Users are thus strongly encouraged to consider consultation, collaboration and/or co-authorship with the Data Set Creator.
While substantial efforts are made to ensure the accuracy of data and associated documentation, complete accuracy of data sets cannot be guaranteed and all data are made available "as is." The Data User should be aware, however, that data are updated periodically and it is the responsibility of the Data User to check for new versions of the data. The data authors and the repository where these data were obtained shall not be liable for damages resulting from any use or misinterpretation of the data.
General acknowledgement: Data were provided by the HJ Andrews Experimental Forest research program, funded by the National Science Foundation's Long-Term Ecological Research Program (DEB 2025755), US Forest Service Pacific Northwest Research Station, and Oregon State University. In 2018 new rating curves were generated. Data previously online for Andrews watersheds with wateryears: WS1 (1999-2016), WS2 (1999-2016), WS3 (1999-2016), WS8 (1988-2016), WS10 (1997-2016) has been replaced with data generated from these new rating curves. Generally, the new rating curves produce data that differs less than 3% of the original data with the exception of WS1, which differs up to 20% from the original data. Original data for these watersheds is still available as 5 minute data in Entity 7. See Related File below, Rating curves and flow calculations, for section on Rational and background for updating discharge data from small watersheds.
Licensed
License: Creative Commons Attribution 4.0 International Public License
Identifier: CC-BY-4.0
Maintenance
Maintenance update frequency: annually
Description
- An update history is logged and maintained with each new version of every dataset.
Change History
-
Version1 (1986-10-01) Beginning with WY 1960, all charts were digitized at the Coweeta Hydrological Lab. Data was managed by the Portland PNW staff using Bonneville Power mainframe computers until 1978. At this time (1977-1979) boxes of data punch cards were recovered from the Portland Lab and data management was moved to the Corvallis FSL. In 1979 all files were re-established on the OSU computer and the main Fortran processing program (WEIR59) was compiled on the OSU mainframe. Beginning with WY 1986, the digitizing process was established at the Corvallis FSL using a Summagraphics MM1812 digitizer, and digitizing contracts to Coweeta ended. Early WS 1, 2, 3 data from 1953 to 1959 that had originally been summarized daily by manual scanning techniques were redigitized around this time (late 1980's).
-
Version2 (1988-11-21) Original OSU Cyber 3300 mainframe computer streamflow files stored on 9-track tapes are ported to the Forest Science PC LAN. The WEIR59 Fortran program was recompiled on the PC LAN and renamed to WEIR88. This program calculates streamflow in cfs from the rating curves and calculates streamflow for watershed areas in inches for every data point. Data is summarized on a daily basis by wateryear, and also sums flow by proportional sampling intervals (generally 3 weeks). WEIR88 process run times on these early XT and 286 computers was 10-15 minutes per watershed. (Note: the current 2006 PC version of this compiled Fortran program, WEIRD01.exe, runs instantaneously on an XP.)
-
Version3 (1992-04-04) Original metadata was established in FSDB on this date. Beginning in WY 1993, the new processing program (WEIR94) was slightly modified to correct the calculus algorithm in summing streamflow over periods of time. The change effects periods of time where the stage height crosses the boundary of one rating curve into another. This change is considered insignificant, and older years will not be rerun. Annual values are affected by about .05 percent (.0005), or between .02 and .04 inches per year. Watersheds 9, 10, Mack and Lookout are not affected.
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Version4 (1994-12-14) As of 12/14/94, all data has been processed through WY 1993. In December, 1994, all Mack Creek data was reprocessed using a new rating curve which is of the same form as all other watersheds (lny=lna + b*lnx, where x=stage height and y=cfs). Earlier data has been run using a linear curve and is now invalid. See MACKCMP.TXT in the FSDB P:\FSDB\HF04\RATING\rating_work\wsmack_rating.zip for a comparative summary of the original vs new data.
-
Version5 (1996-09-23) In September, 1996, the project to completely reexamine all historical streamflow data for the Andrews Forest was completed. Every HJA watershed was plotted against a pair (eg., 1 vs 2, 2 vs 3, 6 vs 8, 7 vs 8, 9 vs 10, and Mack vs 8). All spikes and artificial-looking behavior were examined by checking original streamflow chart records. At least 1 or 2 minor changes were made for most watersheds each year. Most of the problems were minor, such as single point spikes likely generated during the digitizing process used from 1960-1985. There was at least one case of a missing section that was redigitized from the original chart. All raw data has been corrected and rerun. Rerunning this data also corrects a minor program calculation error caused by slight miscalculation of rating curve boundary points. These errors were insignificant (generally<.005 cfs) and only occured when the stage crossed equation boundaries on ws 1,2,3,6,7,and 8. Jinfan Duan has developed C programs (the original FLOWRATE) to take WEIR94 processed data (c files) and output either instantaneous CFS or total cubic feet over any given time interval (eg., 15 minute, 1 hour, 1 day, etc.).
-
Version6 (1997-10-31) Beginning with WY 1997 all watersheds were established with data loggers and chart processing concludes as a means of creating the raw record. Automated collection of WS2 and Mack Cr on Campbell Scientific CR10's had started in WY 1991, and the process was refined from WY 1991-1996 and compared with the standard digitizing process. In October 1997 new rating curves were established for the new trapezoidal flumes on WS 6, 7. While the WS 8 flume had been installed in 1988, new rating points were used to significantly improve the rating equations and all data (1988-1997) was rerun with this new curve established in March 1997.
-
Version7 (2000-07-06) All data is reformatted to change the data field from 6 to 8 characters and refine the sitecode field. File naming convention is changed from SBR to WBR in local files.
-
Version8 (2001-11-29) All v-notch rating equations are established and processing is completed through WY 2001. The Mack Creek main flume and fish ladder rating curves are both replaced and dat ais rerun for all years. Beginning in WY 1996 Mack Creek data from the main flume and fish ladder is combined.
-
Version9 (2002-12-19) In December 2002, all WS 9 and 10 data is rerun. The original equations for the 9 and 10 trapezoidal flumes with quadratic and cubic forms are replaced with the conventional form to improve the low and high ends of the curve. The WS 9 v-notch curve from the 1970's was also refit with the original collection points. The Mack main flume equations are also re-established with new rating points in mid-level stage heights. All Mack Creek data is rerun for the main flume and the combined flume+fish ladder totals.
-
Version10 (2004-04-30) In April 2004, the new FLOW program is established on the web page for public use. The program allows interactive queries to request specific dates for streamflow data at specified time-steps. Kyle Kotwica has rewritten the FLOWRATE program (the original C program was rewritten in 2000 by Jin Fan Duan using Perl), the new program is FLOW and the first version in November 2002.
-
Version11 (2006-04-14) All streamflow data is converted to true type format structures in preparation for moving to SQLServer, including conversion of dates and decimal times to datetime format. The FLOW program will need to be revised to accomodate this change. Lookout Creek USGS data is also prepared in truetype tables with all timezone changed to PST for all data, gage height values merged with cfs data, and missing and estimated data clearly marked. Metadata is enhanced for all gaging stations.
-
Version12 (2006-04-19) Data and metadata are moved to SQL server. All data is updated through Wateryear 2005.
-
Version13 (2007-04-23) Data for all sites and all entities is updated through WY 2006 (except Lookout Creek). Entities 1, 2, and 6 are updated until mid-March 2007. Monthly summaries (Entity 3) are updated through Feb 2007.
-
Version14 (2009-03-02) Data for all sites are updated through WY 2008 (except USGS site at Lookout Creek). This update includes replacement data for WY 2007 (it was incomplete previously) and new data for WY 2008. Earlier wateryear data was also replaced for WS6 2004, WS8 2003, and WS9 2004 to correct proportional water sampling datetime for 1 or 2 samples, i.e., 'S' point placement. Additionally WS7 2000 was corrected for a missing day in June. Another significant change was dropping eqn_set_code from the primary key in Entity 1. The new key is simply sitecode and datetime, and is made possible by adding a second to the date_time whenever a rating curve changes (i.e., v-notch added or removed). This allows otherwise identical date-time values to become distinct and not effect any programmatic results.
-
Version15 (2009-03-10) USGS Lookout Creek data is updated through WY 2008 until 12-9-2008. WY 2008 and 2009 are provisional. Entities 2, 3, 4 were updated for Lookout beginning with WY 2005. Entity 1 Lookout data (sitecode='GSLOOK') was completely rewritten (WY 1987 - Present) and now includes calculation of inches of streamflow for each time interval (usually 30 minutes), and also includes 'S' codes where proportional water samples are taken (beginning WY 2005). Entity 6 data for Lookout was created and streamflow is calculated by sampling period WY 2005 through WY 2008.
-
Version16 (2009-12-29) Data for all watersheds is updated (except for USGS Lookout Creek) through WY2009.
-
Version19 (2012-08-30) Updated attribute description for attributes with a fine resolution datetime measurement scale to include 'PST' (pacific standard time).
-
Version20 (2013-02-06) Reconstructed Lookout Creek data WY 1950-1986 is now online. Hourly data is now available 1950-1986 in Entity 1. Daily (Entity 2) and monthly (Entity 3) minimum and maximum flow data is now available for 1950-1986. Annual min and max values are now available 1950-1986 (previously only annual maximums were recorded. Data from WY 1956- WY 1963 has all bee corrected based on better digitization of WY1956 and WY1957, and better rating equations for these years. Data from this period (1956-63) was maintained by the USFS PNW and the USGS carries no record for these years. Additionally, Lookout Creek data for all entities is updated WY 2009-2012 ( most of 2012 is still provisional, WY 2008 was provisional but no record changes were made by the USGS and the record is now accepted). Mack Creek (main flume, fish ladder, and combined total) was updated WY 2010-2012.
-
Version21 (2013-03-08) Data version 3 (March 8, 2013): Watersheds 1,2,3,6,7,8,9,10 are updated for WY2010- WY2012 for all entities (1,2,3,4,6). Monthly and annual summaries are updated for Mack Creek (WY 2010 - WY 2012). Additionally, WS 1 is updated for minor corrections in date and time of water samples for WY 2007 (Entities 1 and 6 only).
-
Version22 (2014-06-24) Data version 4 (June 24, 2014): Watersheds 1,2,3,6,7,8,9,10 and Mack Creek are all updated for WY 2013. Additionally, WS 3 is updated for 2012 and Mack Creek for 2011 and 2012 to correct for hookfgage adjustments over those years. Minor changes are also made to sampling interval (Entity 6) data for WS1 (2011-2012) and WS2 (2011)
-
Version23 (2014-10-14) Lookout Creek data is updated into August 2014 replacing earlier provisional data dating back to April 5, 2012 (all entities). Annual summaries are completed through WY 2013. Some corrections are made to Entity 1 dating back to June 23, 2010 to correct for inconsistent date_time that were not on an even 15 minute interval.
-
Version24 (2016-02-03) Andrews watersheds (01,02,03,06,07,08,09,10,MA,MF,MC) are updated for Wateryear 2014 through Wateryear 2015 (9/30/2015). This update represents the first update and calculations made using python programs weir3k.py and pyflow.py in lieu of the historic Fortran program, weird01.exe. ESTCODE has been modified such that "A" (Accepted) replaces all " " blanks to represent "good" data throughout this data entity. ESTCODE procedures are changed such that if >5% of the values for a given summary period are estimated then that summary value is estimated. All of these watersheds now collect and save data at 5 minute resolution, with the final change from "sparse" mode to "5 minute" made at WS09 in April 2015.
-
Version25 (2016-02-12) This update restuctures Entity 01 (HF00401) to change TOTAL_Q_INT to numeric(8,6) instead of numeric(7,5), change the units for INTERVAL from decimal hours to minutes, and add a new attribute, EVENT_CODE.
-
Version26 (2016-07-13) USGS data for Lookout Creek is received from the USGS Portland Office, reformatted and summary attributes are calculated for WY 2014, 2015, and 2016 through June 27, 2016 for Entities 1, 2, 3, 4, and 6. Additionally, the entire Entity 1 for Lookout Creek is checked for inconsistent 30 minute or 15 minute interval periods and the timestamps and interval lengths are corrected. All previous online Lookout Creek data (sitecode='GSLOOK') is replaced from 10-01-1986 to 09-30-2013 for Entity 1.
-
Version28 (2016-12-28) Andrews watersheds (01,02,03,06,07,08,09,10,MA,MF,MC) are updated for Wateryear 2016 (through 9/30/2016). All of these watersheds now collect and save data at 5 minute resolution.
-
Version29 (2018-10-22) Andrews watersheds (01,02,03,06,07,08,09,10,MA,MF,MC) are updated for Wateryear 2017 (through 9/30/2017). Additionally, new rating curves are employed at 5 watersheds and all data are replaced for the following watersheds and wateryears: GSWS01, WY1999-WY2016; GSWS02, WY1999-WY2016; GSWS03, WY1999-WY2016; GSWS08, WY1988-WY2016; GSWS10, WY1997-WY2016. These new rating curves are used in WY 2017 and will continue to be used going forward. Entity 7 is created and includes the original 5 minute data for watersheds and wateryears data that are replaced.
-
Version30 (2019-08-08) Andrews watersheds (01,02,03,06,07,08,09,10,MA,MF,MC) are updated for Wateryear 2018 (through 9/30/2018). Processing has been conducted through a suite of modified python programs featuring weir3k_hans.py and pyflow_hans_df.py.
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Version31 (2019-08-12) Andrews Lookout Creek watershed is updated for Wateryear 2018 into WY 2019 (provisionally through 8/7/2019) for 15 minute resolution, daily and summary data entities with data from USGS webpage.
-
Version33 (2020-05-22) Andrews watersheds (01,02,03,06,07,08,09,10,MA,MF,MC) are updated for Wateryear 2019 (through 9/30/2019). Processing has been conducted through a suite of modified python programs featuring weir3k_hans.py and pyflow_hans_df.py. Entity 1 Data restriction rule, sitecode='GSLOOK', is turned off to creat CSV of whole dataset for PASTA. Entity 5 (FLOW program) is also turned off.
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Version34 (2020-06-09) Entity 1 is rewritten with Lookout Creek with the data restriction rule in place (data into August 8, 2019) after creation of whole data file for upload to PASTA (V33).
-
Version35 (2023-12-06) Data for GSWSMC for wateryear 2019 had been incorrectly calculated and has been corrected and uploaded.
-
Version36 (2024-03-06) Andrews watersheds (01,02,03,06,07,08,09,10,MA,MF,MC) are updated for Wateryear 2020 (through 9/30/2020). Processing has been conducted through a suite of modified python programs featuring weir3k_hans.py and pyflow_hans_df.py. Entity 1 Data restriction rule, sitecode='GSLOOK', is turned off to creat CSV of whole dataset for PASTA. Entity 5 (FLOW program) is also turned off.
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Version37 (2025-10-21) Andrews watersheds (01,02,03,06,07,08,09,10,MA,MF,MC) are updated for Wateryear 2021 through 2024 (through 9/30/2024) at 5 minute resolution. Additionally some already published wateryear 2020 data for watersheds 01 and 09 were flagged to accommodate wildfire effects from the 2020 Holiday Farm Fire. Processing has been conducted through a suite of modified python programs featuring weir3k_hans.py and pyflow_hans_df.py.
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Version38 (2025-11-12) Andrews Lookout Creek watershed is updated for Wateryear 2019 through 2024 (through 9/30/2024) for 15 minute resolution, daily and summary data entities with data from USGS webpage. Also corrected entity 6 for wateryear 2024.