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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 />CENTRAL CITY MASTER DRAINAGE STUDY <br /> <br />9 <br /> <br />SECTION 3. HYDROLOGY AND HYDRAULICS <br /> <br />3.1 General <br /> <br />Hydrology for Eureka Gulch and Nevada Gulch was simulated by the <br />same model utilized by the Colorado Water Conservation Board <br />(CWCB) in development of their 1987 floodplain report for Central <br />City. Once calibrated, hydrographs were generated by the model <br />not only for the lOa-year event but also for the 2-year, la-year <br />and 50-year events. The following precipitation distributions <br />were utilized in evaluating the hydrology for each basin. <br /> <br />Table 3.1.1. Accumulated Precipitation (in Inches) . <br /> Hour 2-Year 10-Year 50-Year lOa-Year <br /> 1 0.10 0.15 0.21 0.22 <br /> 2 0.28 0.43 0.59 0.63 <br /> 3 0.84 1. 30 1. 79 1. 94 <br /> 4 1. 00 1. 54 2.12 2.30 <br /> 5 1.11 1.71 2.36 2.54 <br /> 6 1. 20 1. 85 2.55 2.75 <br />3.1.1 Eureka Gulch <br /> <br />As indicated above, hydrology was simulated to match the values <br />presented in the CWCB Report. For this analysis, Eureka basin <br />was separated into two sub-basins having the following watershed <br />characteristics (see Figure 1.1.1). <br /> <br />Table 3.1.2. Eureka Gulch Watershed Characteristics. <br /> <br />" <br /> <br />Watershed <br />Characteristics <br />Drainage Area <br />Slope <br />'Hydraulic Lengt.h <br />Time of Concentration <br />Curve Number <br /> <br />Above <br />Dorothy Lee <br />708 acres <br />18.4% <br />8,800 feet <br />0.32 hours <br />81 <br /> <br />Below(l) <br />Dorothy Lee <br />510 acres <br />17.3% <br />10,880 feet <br />0.41 hours <br />81 <br /> <br />, (1) Tributary to Eureka Gulch at the confluence of Nevada Gulch <br /> <br />In order to simulate the hydrology for Eureka Gulch to match <br />CWCB hydrology, it was necessary to lag above Dorothy Lee by 30 <br />minutes.' The hydrograph nearly matched that presented in the <br />CWCB report. As a result, hyd~aulic evaluations of flows <br />simulating what will happen when the Dorothy Lee detention pond <br />routs flood flows can be completed. Further discussion on the <br />impact to hydrology due to constructing the Dorothy Lee reservoir <br />and the resulting hydraulics are presented in Section 3.2. <br /> <br />3.1. 2 <br /> <br />Nevada Gulch <br /> <br />Hydrology for Nevada Gulch <br />presented in CWCB (1987) due <br />as evident in Eureka Gulch. <br /> <br />w~s not changed from what was <br />to lack of detention storage sites <br />Section 5 provides discussion on <br /> <br />HydroDynamics Incorporated <br />