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<br />CSUCE SCD DOL'" <br /> <br />71954921346 <br /> <br />P.B2 <br /> <br />PROJECT DESCRIPTION <br /> <br />WALSENBURG HYDROLOGY STUDY <br /> <br />11 January, 1996 <br /> <br />The Town of Walsenburg has long used an existing, privately owned irrigation ditch as a means of <br />carrying storm and runoff water from the Northern area of the community. To this point, the ditch has <br />been adequate to handle this water and ditch owners have benefitted from the occasional <br />augmentation to normal volume. There is, however, some Question as to the capacity of the ditch to <br />handle a major short term increase in storm waters such as might be encountered in a potential <br />periodic flood. In addition, by building roads, curbs, gutters, and developing homesites over recent <br />years, the town has changed the natural water courses in the area. Finally, the ditch company, which <br />cannot except liability in the event of an overflow or flood caused by run-off, has expressed concern <br />about tha continued use of the ditch as a primary means of transporting excess runoff water. <br /> <br />OBJECTIVE: To perform a detailed hydrologic analysis for the project watershed and, using the <br />results of the analysis, recommend alternatives for providing flood control facilities in the study area. <br /> <br />ELEMENTS OF THE PROJECT: <br /> <br />1. Using appropriate engineering techniques and accepted guidelines, determine the hydrology for <br />the project basins Including estimation of peak discharges for both the 10 year and the 100 year <br />storm events. Work directly with Engineer Tom Browning, Colorado Water Conservation Board, <br />1313 Sherman St, room 721, Denver, CO 80203, Phone (3031 866 3441 and with Colorado <br />School of Mines facultY in planning and Implementing this project. <br /> <br />2. Determine the hydraulic capacity (conveyance) of existing ditch and compare it to the potential <br />storm discharges established above. <br /> <br />3. Conduct site visits to collect necessary data. Field work may include inventory of existing <br />drainage structures; field surveys to obtain ground slopes and channel geometry information; <br />obtain data concerning previous flood experience; visually confirm drainage basin boundaries; <br />photograph areas of interest. <br /> <br />3. Recommend means for conveying surface water runoff to both complement the capacitY of the <br />ditch during a flood and, as an alternative, to handle runoff without using the ditch a1 all. Provide <br />drawings and engineering data for these alternatives in as much detail as possible. <br /> <br />4. Provide a detailed written report of findings with drawings, maps, illustrations as appropriate and <br />make an oral presentation to appropriate local officials. <br /> <br />ADMINISTRATIVE CONSIDERATIONS: <br /> <br />1. This is a student project supervised by professional faculty. Additional professional engineering <br />support will be required prior to implementation of any proposed solutions. <br /> <br />2. The Town of Walsanburg will arrange for meals and accommodations for up to six students and <br />facultY for not to exceed three nights and four days. Additional expenses will be provided for by <br />the Colorado Scnool of Mines and by the CSUCECDO. <br />