Analysis of Historical Discharge Records 7
<br />the discharge rating to ensure the accuracy of the discharge
<br />values. It is common practice in the USGS not to apply shifts if
<br />the percentage difference between the measured discharge and
<br />the discharge rating is within 5 percent. These methods are
<br />described in detail in Rantz and others (1982a, 1982b).
<br />A large proportion of gaging stations currently (2003)
<br />operated, including the three stations along the study reach, are
<br />equipped with satellite telemetry devices, enabling access of
<br />real-time data using the Internet. These real-time data are con-
<br />sidered provisional (subject to revision) because (1) the
<br />recorded stage data might be in error due to equipment malfunc-
<br />tions or other factors; (2) the application of shifts may require
<br />modification as more information of gage operation is deter-
<br />mined during the year; (3) or other reasons. In most cases, real-
<br />time discharge data are reasonably accurate because the tech-
<br />nology, operation, and maintenance of real-time discharge sta-
<br />tions are well established. During the course of, and at the end
<br />of a water year, the recorded unit-stage data undergo extensive
<br />quality assurance to ensure that the computed unit-discharge
<br />data and the computed daily mean discharges, have the best
<br />possible accuracy. During the quality assurance, the shifts that
<br />were applied previously to the real-time data may be modified.
<br />When all of the quality assurance is completed after the end of
<br />the water year, the daily mean discharges are finalized and pub-
<br />lished. Unit data are not published, but for USGS stations, the
<br />unit data are permanently stored in the National Water Informa-
<br />tion System.
<br />Data computation for the Whitewater and Redlands-Canal
<br />stations follows the procedures just described, resulting in pub-
<br />lished daily mean discharges that are quality assured. The
<br />below-Redlands-dam station, however, is operated only for pur-
<br />poses of real-time water-rights administration and water-
<br />resource management, and no quality-assured daily mean dis-
<br />charges are available. The only available discharge data are the
<br />unit data. These data are subject to a larger degree of error than
<br />the quality-assured data for the Whitewater and Redlands-Canal
<br />stations. The CDWR makes discharge measurements at regular
<br />intervals at the below-Redlands-dam station to identify any dis-
<br />chargerating shifts; however, once applied to the real-time data,
<br />no retrospective shift adjustments (quality assurance) to the
<br />data are made.
<br />Analysis of Shifts
<br />Discharge measurements made at the Whitewater
<br />station during WYs 1995-2002 usually ranged from 1,000 to
<br />5,000 ft3/s, with some measurements outside of that range
<br />(fig. 3). Zero shifts, with a few exceptions, were used most of
<br />the time, and percentage differences in discharge for the shifts
<br />generally ranged from -~ to +4 percent (fig. 3). The USGS
<br />hydrologic technicians responsible for the station consider the
<br />use of mostly zero shifts with some percentage difference
<br />between the discharge and the discharge rating as a better
<br />approach to records computation than variable shifts with zero
<br />percentage difference because the stage-discharge relation at
<br />the station is quite stable and has not changed substantially
<br />during the past several years (J.R. Sullivan, U.S. Geological
<br />Survey, oral commun., 2004).
<br />Discharge measurements made at the below-Redlands-
<br />dam station during WYs 1995-2002 usually ranged from 200 to
<br />1,800 ft3/s, with a few measurements made at discharges less
<br />than 200 ft3/s (fig. 4). Shifts were variable throughout the
<br />period and always were negative; reasons for the large decrease
<br />in shifts during 1999-2000 are not known, but could be attrib-
<br />utable to channel changes resulting from construction of the fish
<br />ladder at the Redlands Canal diversion dam or changes in oper-
<br />ation of the sand trap at the Redlands Canal diversion dam. Per-
<br />centage differences in discharge, when applying the indicated
<br />shifts, were zero, with a few exceptions (fig. 4).
<br />Discharge measurements made at the Redlands-Canal
<br />station during WYs 1995-2002 usually ranged from 700 to
<br />900 ft3/s, with a few measurements made at discharges less than
<br />700 ft3/s (fig. 5). Shifts were variable throughout the period and
<br />ranged from -0.18 to +0.11 feet. Percentage differences, when
<br />applying the indicated shifts, frequently were zero, but about
<br />one-third of the measurements had a percentage difference
<br />other than zero (fig. 5).
<br />Although the percentage differences for the three stations
<br />(figs. 3-5) generally do not appear to be particularly one-sided,
<br />box plots were prepared to further evaluate the percentage dif-
<br />ferences (fig. 6). Based on the results shown in figures 3-6, it
<br />was concluded that application of percentage differences in dis-
<br />charge did not result in any discernible bias in the computation
<br />of the discharge records for the three stations along the study
<br />reach.
<br />Use of discharge rating shifts in computation of discharge
<br />records is a common and necessary practice and increases the
<br />accuracy of the record. In computation of a discharge record,
<br />use of percentage differences in discharge (difference between
<br />the measured discharge and the discharge rating) requires criti-
<br />cal evaluation. Use of percentage differences that have either
<br />negative or positive tendencies can introduce some bias into a
<br />computed record. Discharge rating shift and percentage differ-
<br />ence in discharge data were compiled for the three stations
<br />along the study reach and graphically analyzed in order to gain
<br />some understanding of the shift history.
<br />Characteristics of the box plots (fig. 6, and others to fol-
<br />low) are as follows (paraphrased from Helsel and Hirsch, 2002,
<br />p. 25): The median (50th percentile) is the midpoint of the data
<br />values. The end points of the box, the 25th and 75th percentiles,
<br />define the interquartile range (IQR). The whiskers extend to the
<br />furthest data point that is within one step beyond either end of
<br />the box (adjacent values); one step is equal to 1.5 times the IQR.
<br />Data points that are between one and two steps from the box in
<br />either direction are plotted with an "x" (outliers). Data points
<br />that are farther than two steps beyond the box are plotted with
<br />an "d' (far outliers).
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