# # U.S. Geological Survey, National Water Information System # Surface water measurements # # Retrieved: 2024-06-26 14:37:42 EDT (caww02) # # Further descriptions of the columns and codes used can be found at: # https://help.waterdata.usgs.gov/output-formats#streamflow_measurement_data # # Data for the following 1 site(s) are contained in this file # USGS 06096001 Birch Cr Main Canal at diversion, nr Dupuyer, MT # ----------------------------------------------------------------------------------- # # agency_cd site_no measurement_nu measurement_dt tz_cd q_meas_used_fg party_nm site_visit_coll_agency_cd gage_height_va discharge_va measured_rating_diff gage_va_change gage_va_time control_type_cd discharge_cd chan_nu chan_name meas_type streamflow_method velocity_method chan_discharge chan_width chan_area chan_velocity chan_stability chan_material chan_evenness long_vel_desc horz_vel_desc vert_vel_desc chan_loc_cd chan_loc_dist 5s 15s 6s 19d 12s 1s 12s 5s 12s 12s 12s 7s 6s 21s 15s 11n 64s 4s 5s 5s 14s 14s 14s 14s 4s 4s 4s 12s 9s 12s 7s 14s USGS 06096001 1 2022-06-17 09:00:30 MDT Yes RRC USGS 24.7 Good 0.00 1.00 NONE 1 BIA 1 WADE QSCMM VADV 24.7 18.5 21.1 1.17 SOFT silt EVEN STDY EVEN STND UNSP USGS 06096001 2 2022-07-25 11:51:00 MDT Yes R R Caldwell USGS 25.2 Fair 0.00 1.00 NONE 1 Birch Ck main canal (BIA 1) WADE QSCMM VADV 25.2 20.5 33.7 0.75 SOFT silt UNEV STDY EVEN NSTD UNSP USGS 06096001 3 2022-09-12 11:10:00 MDT Yes R. Caldwell USGS 27.5 Fair 0.00 1.00 NONE 1 BIA 1 WADE QSCMM VADV 27.5 19.2 24.8 1.11 SOFT silt UNEV STDY UNEV UNKN UPST 80.00 USGS 06096001 4 2024-04-02 15:30:30 MDT Yes KV/KF/AW USGS 1.00 0.00 Excellent Clear NONE 1 Zero Flow OTHR other 0.00 UNSP UNSP UNSP UNSP UNSP UNSP ATGA 0.00 USGS 06096001 5 2024-05-14 16:24:46 MDT Yes KLF USGS 2.89 5.27 Poor 0.00 0.50 Clear NONE 1 Main WADE QSCMM VADV 5.27 14.6 20.7 0.25 UNSP UNSP UNSP UNSP UNSP UNSP UNSP USGS 06096001 6 2024-06-20 13:25:49 MDT Yes KV USGS 2.82 25.9 Good Clear NONE 1 Main WADE QSCMM VADV 25.9 14.8 23.2 1.12 SOFT GRVL EVEN STDY UNSP STND ATGA 0.00