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9.0 Bibliography <br />Colorado DSB. (2010). Guidelines for Dam Breach Analysis. Denver, CO: State of Colorado, <br />Division of Water Resources. <br />Cudworth, A. G. (1989). Flood Hydrology Manual. Denver: US Bureau of Reclamation. <br />NOAA. (2014). Precipitation Frequency Data Server. Retrieved from <br />http: / /dipper.nws.noaa.gov /hdsc /pfds/ <br />RMA. (2013). Havana Pond Dam, Rocky Mountain Arsenal NWR High Water / Overtopping <br />Emergency Resulting in Breach. Denver, CO: USFWS. <br />Sabol, G. (2008). Hydrologic Basin Response Parameter Estimation Guidelines. Denver, CO: <br />Colorado Dam Safety Branch. <br />UDFCD. (2011). lrondale Gulch Outfall Systems Plan Conceptual Design Report. Denver: Moser <br />Et Associates Engineering, Inc. <br />US Army Corps of Engineers. (201013). HEC -HMS v3.5 User's Manual. Sacramento, CA: US Army <br />Corps of Engineers. <br />US Army Corps of Engineers. (2010A). HEC -RAS W.1 River Analysis System User's Manual. <br />Sacramento, CA: US Army Corps of Engineers. <br />10.0 Acknowledgements <br />The Colorado DSB would like to acknowledge the contribution of David Lucas and Thomas <br />Ronning of the RMA for their contribution to this investigation. Their detailed timeline of <br />events and photographs were valuable in determining the cause and impacts of the Havana <br />Street Dam Breach. Their coordination with local emergency managers and actions during the <br />flooding event to reduce the threat to the residents in the downstream floodplain should also <br />be commended. The Colorado DSB would also like to thank Brad larossi with the USFWS for <br />his communication and coordination during the flooding event.