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Reducing Excess Readouts from Digital Streamflow Recorders
Author(s) -
Hibbert Alden R.,
Casner Wilson B.
Publication year - 1971
Publication title -
water resources research
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.863
H-Index - 217
eISSN - 1944-7973
pISSN - 0043-1397
DOI - 10.1029/wr007i002p00415
Subject(s) - hydrograph , storm , streamflow , head (geology) , listing (finance) , hydrology (agriculture) , reduction (mathematics) , data point , environmental science , meteorology , computer science , geology , mathematics , algorithm , geography , geotechnical engineering , cartography , geomorphology , drainage basin , geometry , finance , economics
Digital water level recorders on small, flashy streams are frequently set at 5‐minute readout intervals to define fluctuations during critical storm flow periods. Consequently, during nonstorm periods far more data points are punched on the recorder tapes than are needed to define the long‐term hydrograph. A two‐step reduction process eliminates more than 95% of the original 105,000 data points per year of record. The first reduction is obtained by translating to IBM cards only every twelfth (hourly) head value punched on the tape during nonstorm periods. Storm periods are translated at 5‐minute intervals. A computer reduction step on both hourly and 5‐minute data then systematically rejects head values not essential to hydrograph definition. Rejection is based on differences in elevation and slope between successive head values. Computer output consists of cards and a listing of the reduced data.