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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />AYRES <br /> <br />~SSOCQ~(;,=-.,S <br /> <br />. We will review the decision on unit hydrograph use for appropriateness. <br />However, we do not see this characteristic as subject to significant change. <br /> <br />. As part of developing the Resource Atlas, we will conduct a thorough <br />watershed site evaluation including conducting selected surveys of connecting <br />channels to provide a more sound basis for definition of flood conveyance <br />elements. We do not expect this to have a significant impact on the analysis, <br />especially above the canyon mouth. <br /> <br />. Hydrologic calibration will be done using the split sample technique where <br />available data permits. The specific locations for this calibration will evolve <br />from the inventory of existing information on both South Boulder Creek and its <br />tributaries. This calibration may be done for streamflow hydrographs, high <br />water marks, paleohydrologic information, or whatever reliable information can <br />be made available. <br /> <br />The new rainfall-runoff model will be done for the entire basin even though it does not <br />produce all the discharge values we will be using through the spatially varied flow <br />reaches. The final hydrology values actually evolve from a combined hydrologic- <br />hydraulic model. The hydrologic model will provide a peak discharge at the canyon <br />mouth (where the vast majority of the watershed has contributed its flow). Hydrologic <br />calibration will be done primarily at the canyon mouth where a long-term gage exists. <br />Flow at the canyon mouth is then routed downstream using 2-dimensional hydraulic <br />techniques with hydrographs from side tributaries being added to the hydraulic model <br />at the appropriate locations. As such, the side tributaries can be separately computed <br />and hydrographs input by another technique, if you prefer, such as CUHP. <br /> <br />Paleohydrology <br /> <br />As previously mentioned Dr. Bob Jarrett will complete the paleohydrologic aspects of <br />this project. In fact, his work is already complete, but is, as yet, unpublished. This <br />work has been completed independently as an employee of the USGS as part of their <br />activity as a "cooperating entity" providing technology transfer. <br /> <br />Our staff geomorphologist, Bill Spitz, will work directly with Dr. Jarrett to coordinate the <br />remaining paleohydrologic work and its documentation so it is effectively integrated into <br />the hydrology. Ayres Associates has demonstrated the ability to work with the USGS <br />on this type of technology transfer. <br /> <br />This work is primarily for the purpose of: <br /> <br />. Providing reasonable rare event discharge values on ungaged tributaries <br /> <br />. Providing information on high outlier flood values on a discharge frequency <br />relationship and gaining additional reliability for mid-range frequency floods (50- <br />to SOO-year events) for which few data points and insufficient records exist to <br />otherwise define <br /> <br />. Providing a proper perspective or frame of reference on the frequency and <br />spatial distribution of experienced floods, especially those familiar to the public <br /> <br />18 <br />