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Bureau of Reclamation, and dams regulated by <br />the Federal Energy Regulatory <br />Comrtnission(FERC). Due to some seepage <br />concems being studied by the USBR at <br />Horsetooth Dam, Mike Cola has continued to <br />remain involved in the analysis and in spection <br />process at that structure. <br />Hvdro_qraphv <br />W ater Supply for the South Platte River <br />and its tributaries for the 1999 water <br />year has continued to be abundant A <br />comparison of historic average and 1999 total <br />flows for the South Platte at Kersey and South <br />Platte at Julesburg gives a good indication of <br />the kind of year we had in 1999. <br />South Platte at Kersey: <br />Historic average flow (1976-1998) 910,O00 AF. <br />1999 Water year flow 1,343,000 AF. <br />South Platte at Julesburg: <br />Historic average flow (19o2-1s98) 402300 AF. <br />1999 Water Year flow 1,004,000 AF <br />High flows have continued to alter channel <br />geometries. Our hydrographers have been <br />kept very busy making bridge measurements <br />and developing new rating tables. In the past 2 <br />years, 32 new rating tables have been <br />developed for state-operated open channel <br />gages on all the major tributaries and along the <br />main stem of the South Plate River to the <br />Nebraska state line. _ <br />Our experience with flood level flows in late <br />April and eady May focused our thinking on <br />ways to provide better information during these <br />critical periods. Some the findings of this <br />experience are as follows: <br />Extra visits we made to checlk gages <br />were invaluable. We were able to fix <br />operational problems-cloggecl inlets, <br />recorder hang-ups, etc.-- that <br />sometimes accompany rapid rises in <br />stage. <br />2. Auxiliary stilling welis attached to <br />bridges at manometer gages were an <br />excellent investment. When water <br />reached a bridge well, we would switch <br />reporting to our secondary satellite <br />encoder and avoid the problems often <br />seen using manometers to record high <br />flows. We plan two more bridge stilling <br />well installations in the future. <br />3. Canal gages with secondary reporting <br />on the spill over the diversion stnacture <br />were good for tracking high flows. <br />Administrative gages such as Cache La <br />Poudre River at Greeley proved to be <br />less useful, due to instabilities in the <br />stage-discharge relationship. A site with <br />an artificial control, reporting stage-only, <br />could give more useful flood information <br />than an administrative gage where <br />bridge measurements were made. <br />4. Hydrographer communications from the <br />field allowed office engineers to respond <br />more effectively to inquiries about flood <br />conditions. As a result, hydrographers <br />were issued digital cell phones to <br />maintain coordination and <br />communication during critical events. <br />Stream flow data gathered at gaging stations is <br />the basic information used by water <br />administrators and water users to determine the <br />available water supply within the division. The <br />Satellite Monitoring System is currently in <br />transition to an intemet accessible database. A <br />new "Water Talk" system is also being <br />developed to allow the public and Water <br />Commissioners to continue to atcess stream <br />flow data by telephone. A new program for <br />computation of hydrologic records is being <br />developed at the same time. <br />Division One took a lead role in 1999 in <br />cooperative efforts with the USGS. An <br />agreement was reached with the USGS data <br />chiefs' committee to discontinue USGS <br />publication of 11 Division One records, <br />including all transmountain records. In tum, <br />Division One will publish (in the DWR "Stream <br />Flow Data for Colorado") a special <br />4