# # U.S. Geological Survey # National Water Information System # Retrieved: 2024-05-02 10:23:48 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 06643300 COAL CREEK NEAR GOOSE EGG, 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 06643300 1961-04-20 9.00 3.95 USGS 06643300 1962-06-15 208 7.03 USGS 06643300 1962-10-06 142 6.10 USGS 06643300 1964-04-23 50.0 5.74 USGS 06643300 1965-05-14 260 7.82 USGS 06643300 1966-05-11 146 6.54 USGS 06643300 1967-06-23 128 6.34 USGS 06643300 1970-06-12 514 8.72 USGS 06643300 1971-03-26 23.0 5.89 USGS 06643300 1972-05-10 66.0 6.52 6 USGS 06643300 1973-04-23 48.0 6.28 USGS 06643300 1974-04-20 86.0 6.74 USGS 06643300 1975-07-08 150 7.33 USGS 06643300 1976-08-01 165 7.46 USGS 06643300 1977-05-15 137 7.22 USGS 06643300 1978-05-18 69.0 6.55 USGS 06643300 1979-08-19 41.0 6.23 3 USGS 06643300 1980-02-19 35.0 2 6.61 1 USGS 06643300 1981-07-13 256 8.15 USGS 06643300 1982-09-13 67.0 6.55 USGS 06643300 1983-08-19 43.0 6.23 USGS 06643300 1984-05-01 27.0 5.96