Stream discharge is measured on a catchment (N20B), with 20-year fire return interval and grazed by bison since 1992. Measurements are taken at 5 minute intervals at a triangular throated flume. The prairie streams are 3rd-order and are intermittent. Daily and stormflow discharge records are available.
DOI: 10.6073/pasta/0ed308c5f830e71e49e779dbbd6e264e (Published on EDI/LTER Data Portal, to cite this dataset see example on the data portal.)
To study hydrology of streams draining tallgrass prairie catchments, to estimate surface losses of nitrogen (see data set NWC01), and to compare runoff and nutrient loss characteristics among four different burn frequencies (1-, 2-, and 4-year intervals, and unburned).
Location of Sampling Stations: Flumes are located at the base of each catchment ASD02/N04D; ASD04/N20B; ASD05/N01B; ASD06/N02B
Frequency of Sampling: Stream gage height is recorded every five minutes on the CR-21X datalogger (Campbell Scientific Co.) up to 2012 at which point the depth logger was switched to a SUTRON Accubar Constant Flow Bubbler with integrated data logger. Each record also includes Julian day and time (discontinued in 1999 recorded hourly (see data set AWT02). Data were initially dumped at approximately one to two week intervals from the CR-21X memory to cassette tape (up to about 2000) or laptop computer (2012). Currently data are relayed via wireless to Bushnell Hall every 6 hour and are backed up regularly. A computer program is used to reduce and summarize the five minute values into daily summary values and stormflow summary statistics.
Methods: Gage height is sensed by pressure transducers (Druck Model PDCR 10/D) and recorded on the CR-21X or by a SUTRON Accubar Constant Flow Bubbler with integrated data logger. Conversion to stream discharge requires:1) Correction of measured gage height to actual gage height using direct measurements of stage made at least weekly at reference points at each flume, see APPENDIX P for instructions on how to correct the measured gage height. 2) Translating gage height to stream discharge using a rating curve. Two rating curves employ geometric relationships which are assumed to be valid at certain stage heights. The relationship used for calculating discharge at gage heights is greater than 18.25 cm is:
Qm3/s = 4.64 x 10-5 * s2.587. The relationship used for calculating discharge at gage heights between 0-18.25 cm is: Qm3/s = 6.49 x 10-5 * s2.4714
Where Q is discharge in cubic meters per second and s is gage height in cm. These equations were derived using procedures in Replogle, J. A., H. Reikerk, and B. F. Swindel.1978. Water monitoring in coastal forest watershed studies. IMPAC Report 2, Vol. 3, No. 2. Southwestern Forest Expt. Station, USDA, Gainesville, Florida.
Form of Data Output: Data are downloaded every one to two weeks until 2012 and every 6 hours since then. Once corrected, data is stored on the LTER network. Daily and storm flow (five minute value) summaries are available. Before 2005, only data for storm events were saved. Due to decreases in limitations of computer space, we are not saving complete hydrologic records for each watershed, and allowing individual users to convert height to storm peaks themselves for specific events they are interested in. Stage data can be converted to discharge by using the equations above.
For additional metadata information see: http://lter.konza.ksu.edu/sites/default/files/DC.pdf
For additional methods information see: http://lter.konza.ksu.edu/sites/default/files/MM.pdf