# # U.S. Geological Survey # National Water Information System # Retrieved: 2024-11-24 21:19:55 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 09171240 LAKE FORK SAN MIGUEL RV ABV TROUT LAKE NR OPHIR CO # # 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 09171240 2012-06-01 20:00 64.0 2.84 2 2012-01-19 1245 4.32 1 USGS 09171240 2013-09-13 02:30 104 3.02 USGS 09171240 2014-09-09 12:30 141 3.11 2 2014-01-25 1430 4.73 USGS 09171240 2015-06-17 21:15 191 3.35 2 2015-03-07 0800 3.84 1 USGS 09171240 2016-06-09 19:00 170 3.30 2 2015-11-23 0615 4.11 1 USGS 09171240 2017-06-19 284 9 3.53 2 2016-12-21 1345 4.90 1 USGS 09171240 2018-06-17 09:30 52.7 2.87 2 2018-01-27 1245 4.97 1 USGS 09171240 2019-07-01 186 2 3.43 2 2019-01-03 1545 4.79 1 USGS 09171240 2020-07-25 08:00 189 3.42 2 2020-02-26 0730 6.44 1 USGS 09171240 2021-06-04 21:15 94.6 3.07 2 2020-12-24 1500 4.58 1 USGS 09171240 2022-05-15 21:15 88.1 3.07 2 2022-01-28 0945 5.03 1 USGS 09171240 2023-06-21 03:15 130 3.23 2 2023-03-23 0445 5.30 1