# # U.S. Geological Survey # National Water Information System # Retrieved: 2024-12-26 19:54:56 EST # # ---------------------------------- WARNING ---------------------------------------- # Some of the data that you have obtained from this U.S. Geological Survey database # may not have received Director's approval. Any such data values are qualified # as provisional and are subject to revision. Provisional data are released on the # condition that neither the USGS nor the United States Government may be held liable # for any damages resulting from its use. # # More data may be available offline. # For more information on these data, contact USGS Water Data Inquiries. # This file contains the annual peak streamflow data. # # This information includes the following fields: # # agency_cd Agency Code # site_no USGS station number # peak_dt Date of peak streamflow (format YYYY-MM-DD) # peak_tm Time of peak streamflow (24 hour format, 00:00 - 23:59) # peak_va Annual peak streamflow value in cfs # peak_cd Peak Discharge-Qualification codes (see explanation below) # gage_ht Gage height for the associated peak streamflow in feet # gage_ht_cd Gage height qualification codes # year_last_pk Peak streamflow reported is the highest since this year # ag_dt Date of maximum gage-height for water year (if not concurrent with peak) # ag_tm Time of maximum gage-height for water year (if not concurrent with peak # ag_gage_ht maximum Gage height for water year in feet (if not concurrent with peak # ag_gage_ht_cd maximum Gage height code # # Sites in this file include: # USGS 06262300 NORTH FORK OWL CR AB BASIN RANCH NR ANCHOR, WY # # Peak Streamflow-Qualification Codes(peak_cd): # 1 ... Discharge is a Maximum Daily Average # 2 ... Discharge is an Estimate # 3 ... Discharge affected by Dam Failure # 4 ... Discharge less than indicated value, # which is Minimum Recordable Discharge at this site # 5 ... Discharge affected to unknown degree by # Regulation or Diversion # 6 ... Discharge affected by Regulation or Diversion # 7 ... Discharge is an Historic Peak # 8 ... Discharge actually greater than indicated value # 9 ... Discharge due to Snowmelt, Hurricane, # Ice-Jam or Debris Dam breakup # A ... Year of occurrence is unknown or not exact # Bd ... Day of occurrence is unknown or not exact # Bm ... Month of occurrence is unknown or not exact # C ... All or part of the record affected by Urbanization, # Mining, Agricultural changes, Channelization, or other # F ... Peak supplied by another agency # O ... Opportunistic value not from systematic data collection # R ... Revised # # Gage height qualification codes(gage_ht_cd,ag_gage_ht_cd): # 1 ... Gage height affected by backwater # 2 ... Gage height not the maximum for the year # 3 ... Gage height at different site and(or) datum # 4 ... Gage height below minimum recordable elevation # 5 ... Gage height is an estimate # 6 ... Gage datum changed during this year # 7 ... Debris, mud, or hyper-concentrated flow # 8 ... Gage height tidally affected # Bd ... Day of occurrence is unknown or not exact # Bm ... Month of occurrence is unknown or not exact # F ... Peak supplied by another agency # R ... Revised # # agency_cd site_no peak_dt peak_tm peak_va peak_cd gage_ht gage_ht_cd year_last_pk ag_dt ag_tm ag_gage_ht ag_gage_ht_cd 5s 15s 10d 6s 8s 33s 8s 27s 4s 10d 6s 8s 27s USGS 06262300 1962-07-28 626 2.04 USGS 06262300 1963-06-15 1370 2.28 2 1963-06-21 2.57 1 USGS 06262300 1964-05-20 457 2 2.48 2 1964-03-31 2.92 1 USGS 06262300 1965-07-24 460 2.11 2 1964-12-23 3.53 1 USGS 06262300 1966-09-14 370 2.04 2 1965-12-17 2.24 1 USGS 06262300 1967-06-22 1250 2.55 2 1967-05-09 3.19 1 USGS 06262300 1968-06-05 668 3.79 USGS 06262300 1969-06-24 298 3.04 2 1969-06-25 3.60 1 USGS 06262300 1970-05-17 420 3.33 USGS 06262300 1971-05-28 193 2.43 2 1971-05-15 2.53 1 USGS 06262300 1972-05-31 177 2.78 USGS 06262300 1974-04-25 559 3.74 USGS 06262300 1975-07-04 486 3.52 USGS 06262300 1991-06-06 541 4.78 USGS 06262300 1992-06-28 319 4.26 USGS 06262300 1993-05-05 154 5 4.10 USGS 06262300 1994-04-21 50.0 5 3.45 USGS 06262300 1995-06-03 342 5 4.36