# # U.S. Geological Survey # National Water Information System # Retrieved: 2024-11-24 04:44:14 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 01104475 STONY BROOK RES., UNNAMED TRIB 1, NEAR WESTON, MA # # 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 01104475 2004-08-13 13.0 1.47 USGS 01104475 2005-03-29 11.0 1.33 2 2005-08-02 1.36 USGS 01104475 2005-10-15 24.0 1.80 USGS 01104475 2007-03-02 15.0 1.51 USGS 01104475 2008-07-23 22.0 1.75 USGS 01104475 2008-12-12 28.0 1.92 USGS 01104475 2010-03-15 45.0 2.28 USGS 01104475 2011-08-28 38.0 2.15 USGS 01104475 2012-08-16 19.0 1.65 USGS 01104475 2012-12-27 23.0 1.76 USGS 01104475 2014-03-30 18.0 1.61 USGS 01104475 2014-12-09 34.0 2.06 USGS 01104475 2016-01-10 8.28 1.20 USGS 01104475 2017-04-06 12.4 1.40 USGS 01104475 2018-04-16 19:06 21.3 1.72 USGS 01104475 2019-01-24 20:01 19.8 1.67 USGS 01104475 2020-06-21 15:30 12.5 2 USGS 01104475 2021-08-19 12:27 31.9 2.01 USGS 01104475 2022-02-04 10:36 8.74 1.22 USGS 01104475 2023-08-08 10:44 26.2 1.86