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<br />Illustrations Captions <br /> <br />1. Map of the Buffalo Creek study area showing the extent of May 18, 1996 wildfire (heavy- <br />dashed line) and selected flood sites. Flood-site locations are: 1. Buffalo Creek at Buffalo Creek; <br />2. Sand Draw near Buffalo Creek; 3. Spring Creek near South Platte River; 4. South Platte River <br />at South Platte streamflow-gaging station 06707500 (gage); and 5. South Platte River <br />downstream from Spring Creek. Inset map at lower right shows the general location of the study <br />area near Denver and Colorado Springs, Colorado. Twenty-four hour rainfall amounts in <br />millimeters from bucket survey shown as "x." Isohyetal patterns for the July 12, 1996 rainstorm <br />from the National Weather Service estimated from Doppler radar (NWS-WSR-88) showing <br />maximum 1-hr rainfall of atleast 80 mm. .. .. .. ... <br /> <br />2. Map of Buffalo Creek showing rainfall-bucket survey data and isohyetal patterns for the July <br />12, 1996 rainstorm from paleohydrologic interpretations. Paleohydrologic rainfall estimates were <br />made four days after the storm. <br /> <br />3. Photographs showing hillslope rill and gully development for 1-hr rainfall amounts for July 12, <br />1996 of: a.) less than about 25 mm of rain with minimal rills; b.) about 50 mm of rain produce 75 <br />mm by 50 mm rills; c.) about 75 mm of rain produced extensive rilling and about 500 mm deep <br />gully formation; and d.) gully development up to 1 m deep and 3 m wide, which was used to infer <br />the area of maximum rainfall of at least 115 mm in an hour (fig. 2). <br /> <br />4. Maps of Buffalo Creek showing isohyetal patterns for the July 12, 1996 rainstorm using <br />Doppler radar (NWS-WSR-88) developed by Henz (1998). Maximum 1-hr rainfall was <br />estimated to be about 140 mm and the 24-hr rainfall was about 170 mm for July 12, 1996. <br /> <br />5. One-hour and 24-hr rainfall-frequency relation for Buffalo Creek developed by Diller (1997) <br />and the 1-hr rainfall-frequency relation of Miller et al. (1973). The estimated maximum 1-hr rainfall <br />of about 140 mm and 24-hr total rainfall of 170 mm for Buffalo Creek on July 12, 1996 (Henz, <br />1998) also are shown. <br /> <br />6. Schematic cross section with hydraulic properties for the July 12, 1996 flood in Buffalo Creek <br />near the North Fork South Platte River at Buffalo Creek, Coiorado. <br /> <br />7. Upstream view of Spring Creek on July 16, 1997 with the South Platte River in the foreground <br />(flow left to right). Flood-deposited sediments were about 1.5 m thick at the center of the fan. <br /> <br />8. Downstream view of Shinglemill Creek near Buffalo Creek showing a 600-mm diameter, f1ood- <br />transported boulder lodged in a 1-m diameter cottonwood tree. The boulder is 2.5 m above the <br />channel bed (at the tree) and about 1.5 m above the high-water marks from the July 12, 1996 <br />flood. <br /> <br />9. Upstream view of Sand Draw about 1 km upstream from Buffalo Creek showing distinct black, <br />burn boundary from the May 18,1996 wildfire. The boundary was used to define pre-fire, <br />channel-bed levels and estimates of the amount of channel change at this flood (about 0.5 m <br />here). <br /> <br />10. Relation between peak discharge and contributing drainage area for rainstorms in 1996 and <br />1997 in the Buffalo Creek area, Colorado. Lines show approximated 1-hour storm rainfall for <br />burned and unburned basins. Flash-flood data for extreme rainstorms for similar, unburned <br />basins in the Colorado Front Range foothills help assess the effects of the fire on flooding in <br />Buffalo Creek. <br /> <br />11. Flood-frequency relations for pre-fire basin conditions for Sand Draw at Buffalo Creek (FEMA, <br />1986) and the South Platte River at South Platte (06707500) from an frequency analysis of <br />annual peak-flow data. Peak discharges for the July 12, 1996 flood for Sand Draw and at the <br />South Platte River at South Platte also are shown. <br /> <br />Draft 3/30/98 <br /> <br />.,a <br />