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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). <br />