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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 />HYDROLOGIC AND HYDRAULIC DETERMINATIONS <br /> <br />Flood History <br /> <br />A partial list of flooding events is tabulated as follows: <br /> <br />Date of flood Cause <br /> <br />Remarks <br /> <br />July,1863 <br /> <br />rainstorm extensive damage to property <br /> <br />May, 1864 unknown caused $5000 of damage to road in town <br /> <br />August, 1881 rainstorm caused over $100,000 of damage to Central <br />City alone. Several lives were lost. <br /> <br />July, 1885 rainstorm 3 lives were lost (not known if lives <br />were lost in Central City or Black Hawk). <br /> <br />July, 1975 <br /> <br />rainstorm culverts plugged. Water ran down streets. <br /> <br />Flood Characteristics <br /> <br />Flooding in Central City is caused by lDcalized intense <br />thunderstorms, sometimes in conjunction with snowmelt. <br /> <br />Hydrologic Analysis <br /> <br />Hydrology for both Gregory Gulch and Nevada Gulch was obtained <br />through the Soil Conservation Servi ce' s (SCS) un it hydrograph method. <br />Results of this analysis were consistent with hydrology for Gregory Gulch <br />in the Federal Emergency Management Agency's report for Blackhawk (Ref. <br />13). The Bureau of Reclamation's Type B distribution of a 6 hour <br />rainstorm was employed (Ref. 3) with rainstorm totals derived from the <br />Precipitation-Frequency Atlas of the Western U.S. (Ref. 15). Results of <br />this analysis also proved consistent with CSM's (cfs/sq mil of adopted <br />peak flows from FEMA studies in the vicinity of Central City. An SCS <br />curve number of 79 was adopted for both gulches. Total rainfalls of <br />various frequency events were 1.85" for the 6 hour-10 year event, 2.55" <br />for the 6 hour-50 year event, and 2.75" for the 6 hour-100 year event. <br />(The 500-year peak flow was obtained by extrapolation). No reduction was <br />made to these rainfall totals because of elevation or drainage area size. <br /> <br />Resu lts of this analysis are summarized as follows: <br /> Peak Discharge <br />Location Drainage area ~ fMf msf ~OO r <br /> (sguare mil es) cfs cfs cfs cfs <br />Gregory Gulch at the down- 3.43 370 920 1240 1800 <br />stream corp. limit <br />Gregory Gulch just upstream 1.85 300 610 700 1090 <br />from Nevada Gulch <br />Nevada Gulch at the mouth 1.1 190 380 430 640 <br />Figure 1 is a plot of the three frequency-discharge curves. <br /> <br />4 <br />