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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 />A field reconnaissance of Fossil Creek, Stanton Creek, Lang Gulch, Smith <br /> <br /> <br />Creek and Burns Tributary was conducted during November, 1981, to obtain <br /> <br /> <br />hydrologic and hydraulic data in accordance with the Fossil Creek Master <br /> <br /> <br />Drainageway planning Study by Simons, Li & Associates, Inc. (SLA) for the City <br /> <br /> <br />of Fort Collins in cooperation with the Colorado Water Conservation Board and <br /> <br /> <br />Larimer County. The collection of photographs presented in this book document <br /> <br /> <br />the selection of Manning's roughness coefficient, n I along the channels and <br /> <br /> <br />overhanks of Fossil Creek and tributary drainages. <br /> <br /> <br />Figure 1 shows the drainage basins with the location of channel crossings <br /> <br /> <br />for Fossil Creek and the 4 tributaries. Table 1 shows the criteria often used <br /> <br /> <br />for the selection of Manningls roughness coefficient, and the source of the <br /> <br /> <br />information. Most roughness coefficients were based on previous estimates by <br /> <br /> <br />the U.S. Army Corps of Engineers. Figures 2 through 41 show the hydraulic <br /> <br /> <br />characteristics of the drainages. Channel sections upstream and downstream of <br /> <br /> <br />each crossing are shown with the selected n value for the left overbank <br /> <br /> <br />(LOB), right overbank (ROB) and channel. (Left and right are corresponding to <br /> <br /> <br />the viewer's and photographer's left and right.) Table 2 is a summary of the <br /> <br /> <br />selected roughness coefficients. <br />