uid=AND,o=lter,dc=ecoinformatics,dc=org all public read HF020 Roy Haggerty

Dept. of Geosciences;Wilkinson 104;Oregon State University Corvallis OR 97331 USA

541-737-1210 haggertr@geo.oregonstate.edu http://ceoas.oregonstate.edu/profile/haggerty/ Jeffery J. Ninnemann

Bellingham WA USA

360-756-9308 360-661-3546 Jeffery J. Ninnemann

Bellingham WA USA

360-756-9308 360-661-3546 Roy Haggerty

Dept. of Geosciences;Wilkinson 104;Oregon State University Corvallis OR 97331 USA

541-737-1210 haggertr@geo.oregonstate.edu http://ceoas.oregonstate.edu/profile/haggerty/ Principal Investigator Michael N. Gooseff

Dept. of Civil & Environmental Engineering University Park PA 16802 USA

mgooseff@gmail.com mgooseff@engr.colostate.edu http://goosefflab.weebly.com/ Other Researcher Steven M. Wondzell

Pacific Northwest Research Station; Corvallis Forestry Sciences Lab; 3200 SW Jefferson Way Corvallis OR 97331 USA

541-758-8753 steve.wondzell@usda.gov https://www.fs.fed.us/pnw/lwm/aem/people/wondzell.html Other Researcher Roy Haggerty

Dept. of Geosciences;Wilkinson 104;Oregon State University Corvallis OR 97331 USA

541-737-1210 haggertr@geo.oregonstate.edu http://ceoas.oregonstate.edu/profile/haggerty/ Creator Jeffery J. Ninnemann

Bellingham WA USA

360-756-9308 360-661-3546 Creator 2013-09-09 Time series of tracer (Rhodamine WT) concentration data representing a "break-through curve" resulting from a single, multi-scale tracer test conducted along the length of Lookout Creek, from its 2nd-order headwaters through its 5th-order main stem. The longitudinal tracer test involved an in-stream injection of Rhodamine WT over 78 hrs, followed by monitoring at eight downstream locations for five months, starting in mid-June 2003 through the middle of November 2003. The injection site was located below the upper Old Growth Trail bridge. The monitoring sites include one downstream of the injection site, above and below the Cold Creek confluence, below the lower Old Growth Trail bridge, below Mack Creek confluence, above and below McRae Creek confluence, and at the HJA headquarters. Three additional inter-order tracer tests (IOTT) were carried out between each of the major stream confluences along Lookout Creek. The injection site for the McRae Creek IOTT was located below the McRae Cr. confluence and was monitored just downstream, at the end of the main floodplain, and at HJA headquarters. The injection site for the Mack Creek IOTT was located below the Mack Cr. confluence and was monitored just downstream, at an unnamed tributary midway between Mack Cr. and McRae Cr., and above the McRae Cr. confluence. The injection site for the Cold Creek IOTT was located below the Cold Cr. confluence and was monitored just downstream, at Longer Cr., and at the lower Old Growth Trail bridge. Concentration break through curves are available for all of the monitoring sites for the longitudinal and inter-order tracer tests. Flux break through curves are available for most of the monitoring sites. STAMMT-L model estimates for hyporheic exchange is listed for most of the monitoring sites. geology geomorphology hydrology water hyporheic zone LTER controlled vocabulary This work was partially supported by the National Science Foundation through grant nos. EAR 99-09564 and DEB 0218088Related PublicationsNinnemann, Jeffery J. 2005. A study of hyporheic characteristics along a longitudinal profile of Lookout Creek, Oregon. Corvallis, OR: Oregon State University. 148 p. M.S. thesis. 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. http://andlter.forestry.oregonstate.edu/data/abstract.aspx?dbcode=HF020 Lookout Creek Catchment -122.25276000 -122.11756400 44.23357900 44.21329300 426 1036 meter 2003-06-14 2003-11-15 The primary goal of this research project is to quantitatively measure the temporal scales of hyporheic exchange along a stream network. Our goal is to examine how hyporheic exchange varies with increasing stream size. Many previous studies focus on single stream reaches or on several reaches of similar sized streams, whereas we examined the residence time of water in the hyporheic zone over increasing length scales in a single stream. Prior work with tracer data and analysis using a transient storage model with an exponential residence time distribution (RTD) suggests that hyporheic parameters, primarily volume and mean residence time, are both spatially and temporally scale-dependent. However, recent work hypothesizes that the scale-dependence may be partially addressed by using a power-law RTD (Haggerty et al., 2002). Our research tests this hypothesis with several multi-scale tracer tests in a single stream.

An update history is logged and maintained with each new version of every dataset.

notPlanned Initial database level metadata entry from Word document using Administrative Interface. Version1 2007-07-13 Upoaded metadata and data to SQL using move_xls programs. Version2 2008-03-05 Have not heard from Jeff Ninneman since 2006. Tried to contact him in 2008. Am making this database available online and uploading to PASTA. Version3 2013-09-09 Information Manager

Andrews Forest LTER Program US Forest Service Pacific Northwest Research Station 3200 SW Jefferson Way Corvallis OR 97331

hjaweb@fsl.orst.edu http://andrewsforest.oregonstate.edu/ Roy Haggerty

Dept. of Geosciences;Wilkinson 104;Oregon State University Corvallis OR 97331 USA

541-737-1210 haggertr@geo.oregonstate.edu http://ceoas.oregonstate.edu/profile/haggerty/ Andrews Forest LTER Site

Forest Ecosystems and Society Department in Forestry Oregon State University 201K Richardson Hall Corvallis OR 97331-5752

(541) 737-8480 lterweb@fsl.orst.edu http://andrewsforest.oregonstate.edu/ <para>Field Methods - HF020</para><para>The Longitudinal Tracer Test was conducted along the main stem of Lookout Creek. The injection site was located ~30 m downstream of the upper old growth trail bridge. There were eight monitoring sites below the injections site. Three fluorometer sites were stationed on Lookout Creek just up stream of Cold Cr., Mack Cr., and McRae Cr.. The fluorometers were 1032 m (Site 2), 4145 m (Site 6), and 8,907 m (Site 11) downstream of the injection site (as shown in Figure 1). One ISCO sampler was located 84 m below the injection site (not shown on map). Four additional ISCO monitoring sites were established below each of the confluences and near the base of the basin. The ISCO monitoring sites were 1,137 m (Site 4), 5,126 m (Site 7), 9,327 m (Site 12), and 14,274 m (Site 14) (Figure 1).</para> <para>Three additional tracer tests were also conducted between each major confluence within Lookout Creek. These inter-order tracer tests encompassed changes in stream scale from a 3<superscript>rd</superscript>-order drainage basin to a 5<superscript>th</superscript>-order drainage basin.</para> <para>The first inter-order tracer test was a conducted between the confluence of McRae Creek and the H.J. Andrews headquarters. The injection site was located ~150 m downstream of the McRae Creek confluence (site 11). This tracer test was monitored 5,367 m downstream at the H.J. Andrews headquarters with a fluorometer (Site 14). The concentration of dye was also monitored 1,465 m downstream by an ISCOtm sampler at a position in the stream where the geomorphology changes from a floodplain to a constrained valley (Site 13). An additional ISCO sampler was located 420 m below the injection site (Site 12). </para> <para>The second inter-order tracer test was a conducted between the confluence of Mack Creek and McRae Creek. The injection site was located ~25 m downstream of the Mack Creek confluence (site 7). This tracer test was monitored 3,457 m downstream above the McRae Cr. confluence with a fluorometer (site 10). It was also monitored 1,001 m downstream by an ISCOtm sampler at the largest tributary between Mack and McRae Cr (site 9). An additional ISCO sampler was located 25 m below the injection site (Site 8). </para> <para> The third IOTT was a conducted between the confluence of Cold Creek and Mack Creek. The injection site was located ~10 m downstream of the Cold Creek confluence (site 3). This tracer test was monitored 3,054 m downstream at a site above the Mack Cr. confluence with a fluorometer (site 6) and 2,105 m downstream by an ISCO sampler at Longer Cr. (site 5), the largest tributary between Mack and McRae Cr.. An additional ISCO sampler was located 46 m below the injection site (Site 4). </para> <para>Longitudinal Tracer Test (tracer test 1), June 14, 2003 </para> <para><itemizedlist> <listitem><para>1603.8 grams of Rhodamine WT (RWT, Fomulabs, Piqua, OH) was injected into the upper reaches of Lookout Creek for 78 h. </para></listitem> <listitem><para>Stream flow was measured by wading, using a Marsh-McBirney model 200 flow meter ~40 m downstream of the injection site, 7 hours prior to the tracer experiment, and daily for three consecutive days. </para></listitem> <listitem><para>RWT fluorescence data was collected at three downstream sample points using Turner Designs model 10 AU field fluorometers. All fluorometers were set up with a flow-through cell. Samples were also collected with programmable field auto samplers at additional sites. </para></listitem> <listitem><para>Data was collected on a 30-second interval for the first 8 to 10 days depending on the site. For the remainder of the experiment, stream water samples were collected with programmable field auto samplers for an additional 23 to 144 days. </para></listitem></itemizedlist></para> <para>Cold Creek Inter-Order Tracer Test (tracer test 2), July 8, 2003 </para> <para><itemizedlist> <listitem><para>224.3 grams of Rhodamine WT (RWT, Fomulabs, Piqua, OH) was injected into Lookout Creek, below McRae Creek for 17 h. </para></listitem> <listitem><para>Stream flow was measured by wading, using a Marsh-McBirney model 200 flow meter ~40 m downstream of the injection site, 24 hours prior to the tracer experiment. </para></listitem> <listitem><para>RWT fluorescence data was collected at a downstream sample point using Turner Designs model 10 AU field fluorometer, set-up with a flow-through cell. Samples were also collected with programmable field auto samplers at additional sites. </para></listitem> <listitem><para>Data was collected on a 30-second interval for the first 2.3 days. For the remainder of the experiment, stream water samples were collected with programmable field auto samplers for an additional 12 days. </para></listitem> <para>Mack Creek Inter-Order Tracer Test (tracer test 3), August 7, 2003 </para> <listitem><para>321 grams of Rhodamine WT (RWT, Fomulabs, Piqua, OH) was injected into Lookout Creek, below Mack Creek for 26 h. </para></listitem> <listitem><para>Stream flow was measured by wading, using a Marsh-McBirney model 200 flow meter ~10 m downstream of the injection site, 24 hours prior to the tracer experiment. </para></listitem> <listitem><para>RWT fluorescence data was collected at a downstream sample point using Turner Designs model 10 AU field fluorometer, set-up with a flow-through cell. Samples were also collected with programmable field auto samplers at additional sites. </para></listitem> <listitem><para>Data was collected on a 30-second interval for the first 3 days. For the remainder of the experiment, stream water samples were collected with programmable field auto samplers for an additional 12 days. </para></listitem></itemizedlist></para> <para>Cold Creek Inter-Order Tracer Test (tracer test 4), September 11, 2003 </para> <para><itemizedlist> <listitem><para>296 grams of Rhodamine WT (RWT, Fomulabs, Piqua, OH) was injected into Lookout Creek, below Mack Creek for 24 h. </para></listitem> <listitem><para>Stream flow was measured by wading, using a Marsh-McBirney model 200 flow meter ~46 m downstream of the injection site, 2 hours prior to the tracer experiment. </para></listitem> <listitem><para>RWT fluorescence data was collected at a downstream sample point using Turner Designs model 10 AU field fluorometer, set-up with a flow-through cell. Samples were also collected with programmable field auto samplers at additional sites. </para></listitem> <listitem><para>Data was collected on a 30-second interval for the first 4 days. For the remainder of the experiment, stream water samples were collected with programmable field auto samplers for an additional 41 days. </para></listitem> Instrumentation - HF020 The longitudinal tracer test and McRae Creek inter-order tracer test was facilitated by a Fluid Meter Inc. (FMI) DC injection pump (model # RHB1). The Mack Creek and Cold Creek inter-order tracer tests were conducted using a new Fluid Meter Inc. AC injection pump (model # QG150, with a Q1CKC pump head). The discharges in the streams were measured using a Marsh-McBirney, Inc Flo-MateTM flow meter. The concentration of RWT was measured using a Turner DesignTM model 10-AU fluorometers and Teledyne ISCOTM samplers. Processing Procedure - HF020 In order to calculate flux breakthrough curves we needed to have a continuous record of discharge for each site. The discharge hydrographs of each site was estimated using a linear hydrograph regression from gauged watersheds within the H.J. Andrews. The hydrograph watershed regression was accomplished using point discharges gathered by Jeff Ninnemann and Charles Fardy throughout the summer and matched with one of the 10 gauged watersheds for a best fit linear regression. The linear relationship established between individual site discharges and watershed gauge datum was then used to estimate a discharge for each individual monitoring site. This study was conducted along the main stem of Lookout Creek in the H.J. Andrews. Monitoring sites included sites below the upper old growth trail bridge, above and below the Cold Cr. confluence, above and below the Mack Cr. confluence, above and below the McRae Cr. confluence, at the first valley constriction below the concrete bridge, and at the Headquarters. The Longitudinal Tracer Test was conducted along the main stem of Lookout Creek. The injection site was located ~30 m downstream of the upper old growth trail bridge. There were eight monitoring sites below the injections site. Three fluorometer sites were stationed on Lookout Creek just up stream of Cold Cr., Mack Cr., and McRae Cr.. The fluorometers were 1032 m (Site 2), 4145 m (Site 6), and 8,907 m (Site 11) downstream of the injection site (as shown in Figure 1). One ISCO sampler was located 84 m below the injection site (not shown on map). Four additional ISCO monitoring sites were established below each of the confluences and near the base of the basin. The ISCO monitoring sites were 1,137 m (Site 4), 5,126 m (Site 7), 9,327 m (Site 12), and 14,274 m (Site 14) (Figure 1). Three additional tracer tests were also conducted between each major confluence within Lookout Creek. These inter-order tracer tests encompassed changes in stream scale from a 3rd-order drainage basin to a 5th-order drainage basin. The first inter-order tracer test was a conducted between the confluence of McRae Creek and the H.J. Andrews headquarters. The injection site was located ~150 m downstream of the McRae Creek confluence (site 11). This tracer test was monitored 5,367 m downstream at the H.J. Andrews headquarters with a fluorometer (Site 14). The concentration of dye was also monitored 1,465 m downstream by an ISCOtm sampler at a position in the stream where the geomorphology changes from a floodplain to a constrained valley (Site 13). An additional ISCO sampler was located 420 m below the injection site (Site 12). The second inter-order tracer test was a conducted between the confluence of Mack Creek and McRae Creek. The injection site was located ~25 m downstream of the Mack Creek confluence (site 7). This tracer test was monitored 3,457 m downstream above the McRae Cr. confluence with a fluorometer (site 10). It was also monitored 1,001 m downstream by an ISCOtm sampler at the largest tributary between Mack and McRae Cr (site 9). An additional ISCO sampler was located 25 m below the injection site (Site 8). The third IOTT was a conducted between the confluence of Cold Creek and Mack Creek. . The injection site was located ~10 m downstream of the Cold Creek confluence (site 3). This tracer test was monitored 3,054 m downstream at a site above the Mack Cr. confluence with a fluorometer (site 6) and 2,105 m downstream by an ISCO sampler at Longer Cr.(site 5), the largest tributary between Mack and McRae Cr.. An additional ISCO sampler was located 46 m below the injection site (Site 4). Sampling frequency: a range of every 30 seconds to monthly Stream discharge at the injection sites during the injections for the longitudinal tracer test and the inter-order tracer tests were measured by wading, using a Marsh-McBirney model 200 flow meter (Marsh-McBirney, Inc., Fredrick, MD, USA). Stream discharge during the duration of the tracer tests was measured at the USGS gauge house at the below headquarters on Lookout Creek. Hydrograph regressions were used with gauged watersheds within the H.J. Andrews to estimate a continuous discharge for all sites. Turner DesignTM model 10-AU fluorometers (Turner Designs, Inc, Sunnyvale, CA) were used to monitor concentrations at some sites. All samples collected with ISCO auto samplers (ISCO, Inc., Lincoln, NE) were analyzed with the same Turner Designs fluorometers (Turner Designs, Inc, Sunnyvale, CA). Four continuous injection tracer experiments were performed over various lengths of Lookout Creek in the HJ Andrews Experimental Forest. Site 00 - LTT Injection -122.11756400 -122.11756400 44.22178700 44.22178700 1036 1036 meter Site 01 - Longitudinal Tracer Test Injection ISCO Site -122.11817300 -122.11817300 44.22294400 44.22294400 1030 1030 meter Site 02 - Longitudinal Tracer Test Above Cold Creek Site -122.12568300 -122.12568300 44.22817900 44.22817900 926 926 meter Site 03 - Cold Creek injection -122.12623100 -122.12623100 44.22837200 44.22837200 914 914 meter Site 04 - Longitudinal Tracer Test Below Cold Creek Site and -122.12684200 -122.12684200 44.22854800 44.22854800 902 902 meter Site 05 - Cold Creek Inter-Order Tracer Test Longer Creek Si -122.14919500 -122.14919500 44.23357900 44.23357900 774 774 meter Site 06 - Longitudinal Tracer Test Above Mack Creek Site and -122.15956100 -122.15956100 44.23203600 44.23203600 731 731 meter Site 07 - Longitudinal Tracer Test Below Mack Creek Site -122.16831200 -122.16831200 44.22768800 44.22768800 655 655 meter Site 08 - Mack Creek Inter-Order Tracer Test Injection ISCO -122.16888400 -122.16888400 44.22796300 44.22796300 652 652 meter Site 09 - Mack Creek Inter-Order Tracer Test Middle Tributar -122.17916800 -122.17916800 44.23037800 44.23037800 612 612 meter Site 10 - Longitudinal Tracer Test Above McRae Creek Site an -122.20667900 -122.20667900 44.23310400 44.23310400 559 559 meter Site 11 - McRae Creek injection -122.21037000 -122.21037000 44.23339000 44.23339000 548 548 meter Site 12 - Longitudinal Tracer Test Below McRae Creek Site an -122.21483100 -122.21483100 44.23216100 44.23216100 536 536 meter Site 13 - McRae Creek Inter-Order Tracer Test Floodplain Sit -122.22479300 -122.22479300 44.22879000 44.22879000 499 499 meter Site 14 - Longitudinal Tracer Test Headquarters Site and McR -122.25276000 -122.25276000 44.21329300 44.21329300 426 426 meter Sherri L. Johnson

US Forest Service ;Pacific NW Research Station ;3200 SW Jefferson Way Corvallis OR 97331 USA

541-758-7771 sherri.johnson2@usda.gov sherri.johnson@oregonstate.edu https://www.fs.fed.us/research/people/profile.php?alias=sherrijohnson Principal Investigator Julia A. Jones

Oregon State University;Department of Geosciences; Wilkinson Hall 104 Corvallis OR 97331-5506 USA

(541) 737-1224 Julia.Jones@oregonstate.edu geojulia@comcast.net http://ceoas.oregonstate.edu/profile/jones/ http://orcid.org/0000-0001-9429-8925 Principal Investigator Matthew G Betts

Department of Forest Ecosystems and Society; 201E Richardson Hall; College of Forestry; Oregon State University Corvallis OR 97331

(541) 737-3841 matt.betts@oregonstate.edu http://www.fsl.orst.edu/flel/index.htm Principal Investigator Michael P. Nelson

Department of Forest Ecosystems and Society; 201K Richarson Hall; College of Forestry; Oregon State University Corvallis OR 97331

541-737-9221 mpnelson@oregonstate.edu http://www.michaelpnelson.com http://orcid.org/0000-0001-6917-4752 Principal Investigator David Bell david.bell@usda.gov david.bell@oregonstate.edu https://lemma.forestry.oregonstate.edu/about/david-bell Principal Investigator 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. 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: DEB1440409 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. 1 HF02001 Multi-scale tracer tests: Dye tracer test concentration breakthrough curves HF02001.csv 8803917 c49ff2ec119cecdc73bc753aaa7011a0 1 \r\n column , " http://andlter.forestry.oregonstate.edu/ltermeta/ltersearch/dataaccess.aspx?docid=HF02001_v2.csv 2003-06-14 2003-06-21 DBCODE FSDB Database Code char(10) HF020 FSDB Database Code ENTITY Entity number numeric(1,0) number 1 natural 1.0000 1.0000 SITE Monitoring site number char(7) TT-0 Site 00 - LTT Injection TT-1 Site 01 - Longitudinal Tracer Test Injection ISCO Site TT-2 Site 02 - Longitudinal Tracer Test Above Cold Creek Site TT-3 Site 03 - Cold Creek injection TT-4 Site 04 - Longitudinal Tracer Test Below Cold Creek Site and TT-5 Site 05 - Cold Creek Inter-Order Tracer Test Longer Creek Si TT-6 Site 06 - Longitudinal Tracer Test Above Mack Creek Site and TT-7 Site 07 - Longitudinal Tracer Test Below Mack Creek Site TT-8 Site 08 - Mack Creek Inter-Order Tracer Test Injection ISCO TT-9 Site 09 - Mack Creek Inter-Order Tracer Test Middle Tributar TT-10 Site 10 - Longitudinal Tracer Test Above McRae Creek Site an TT-11 Site 11 - McRae Creek injection TT-12 Site 12 - Longitudinal Tracer Test Below McRae Creek Site an TT-13 Site 13 - McRae Creek Inter-Order Tracer Test Floodplain Sit TT-14 Site 14 - Longitudinal Tracer Test Headquarters Site and McR SITENAME Monitoring site name char(15) CC_IOTT_AMC Cold Creek Inter-Order Tracer Test Above Mack Creek Site #6 CC_IOTT_INJ Cold Creek Inter-Order Tracer Test Injection ISCO Site #4 CC_IOTT_ALC Cold Creek Inter-Order Tracer Test Longer Creek Site #5 LTT_ACC Longitudinal Tracer Test Above Cold Creek Site #2 LTT_AMC Longitudinal Tracer Test Above Mack Creek Site #6 LTT_AMcRC Longitudinal Tracer Test Above McRae Creek Site #10 LTT_BCC Longitudinal Tracer Test Below Cold Creek Site #4 LTT_BMC Longitudinal Tracer Test Below Mack Creek Site #7 LTT_BMcRC Longitudinal Tracer Test Below McRae Creek Site #12 LTT_HQ Longitudinal Tracer Test Headquarters Site #14 LTT_INJ Longitudinal Tracer Test Injection ISCO Site #1 MC_IOTT_AMcRC Mack Creek Inter-Order Tracer Test Above McRae Creek Site #10 MC_IOTT_INJ Mack Creek Inter-Order Tracer Test Injection ISCO Site #8 MC_IOTT_MT Mack Creek Inter-Order Tracer Test Middle Tributary Site #9 McRC_IOTT_FP McRae Creek Inter-Order Tracer Test Floodplain Site #13 McRC_IOTT_HQ McRae Creek Inter-Order Tracer Test Headquarters Site #14 McRC_IOTT_INJ McRae Creek Inter-Order Tracer Test Injection ISCO Site #12 TEST Longitudinal Tracer Test char(10) LTT Longitudinal Tracer Test IOTT Inter-Order Tracer Test DATANUM Sample number numeric(5,0) number 1.000000 natural 1.0000 27775.0000 DATE Date of measurement datetime YYYY-MM-DD 1.000000 6/1/2003 12:00:00 AM 11/15/2003 12:00:00 AM TIME Time elapsed since the beginning of tracer test int number 1.000000 integer 0.0000 13300790.0000 CONCEN Concentration of rhodamine wt, corrected to near zero from background fluorescence numeric(6,3) micrograms per liter 0.010000 whole 0.0000 242.4100 MASSFLUX Mass flux rate of rhodamine at corresponding time numeric(7,2) micrograms per second 0.010000 whole 0.0000 5967.2700 DISCHARGE Stream flow rate numeric(5,1) liters per second 0.100000 whole 0.0000 767.4000 BASIN_REG Best fit regression basin hydrograph used to estimate discharge of site char(15) MACK Mack Creek guaged hydrograph used to estimate discharge using a linear hydrograph regression USGS USGS guaged hydrograph used to estimate discharge using a linear hydrograph regression Direct USGS Direct USGS guaged hydrograph used for discharge WS03 WS03 guaged hydrograph used to estimate discharge using a linear hydrograph regression WS02 WS02 guaged hydrograph used to estimate discharge using a linear hydrograph regression Observed Direct discharge measurements used to estimate discharge with a linear interpolation between daily measurements TEMP Water temperature numeric(4,1) degrees Celsius 0.100000 whole 0.8000 19.9000 TF1 Water temperature flag char(1)   Good value M Missing value PRIMARY HF02001.DATANUM HF02001.SITENAME NOTNULL HF02001.BASIN_REG HF02001.CONCEN HF02001.DATANUM HF02001.DATE HF02001.DBCODE HF02001.DISCHARGE HF02001.ENTITY HF02001.MASSFLUX HF02001.SITE HF02001.SITENAME HF02001.TEST HF02001.TIME 0 micrograms per liter liters per second micrograms per second Degrees Celsius; a common unit of temperature; constantToSI=273.18 dimensionless number, i.e., ratio, count