# # U.S. Geological Survey # National Water Information System # Retrieved: 2024-11-01 02:28:02 EDT # # ---------------------------------- 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 14209700 FISH CREEK NEAR THREE LYNX, OR # # 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 14209700 1989-12-05 3740 9.29 USGS 14209700 1991-01-15 2290 8.37 USGS 14209700 1991-12-06 3830 9.34 USGS 14209700 1992-11-21 3410 9.11 USGS 14209700 1994-02-04 1950 8.02 2 1994-02-24 8.25 USGS 14209700 1994-10-31 3230 9.36 USGS 14209700 1996-02-07 16:00 7540 11.83 2 1996-02-07 15.40 1 USGS 14209700 1996-11-19 14:30 4410 10.13 USGS 14209700 1997-10-30 2470 8.87 USGS 14209700 1998-12-27 23:30 3950 9.94 USGS 14209700 1999-11-25 21:30 5250 10.70 USGS 14209700 2001-04-30 16:00 829 6.98 USGS 14209700 2002-04-14 04:00 2400 8.81 USGS 14209700 2003-01-31 20:30 2600 8.98 USGS 14209700 2004-01-29 13:00 2640 9.01 USGS 14209700 2005-03-27 14:00 1700 8.04 USGS 14209700 2006-01-10 22:00 2900 9.24 USGS 14209700 2021-11-12 19:45 1670 8.01 USGS 14209700 2022-11-05 03:15 9.46