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Chapter 11:Hazard Analysis—Dam Failures <br /> c � <br /> 0 <br /> Critical Dams <br /> Dams <br /> Figure 11-1. Dam Inventory and Rating <br /> Following the 2006 Kiholo Bay Earthquake some damage occurred to dams and irrigation <br /> ditches in the Waimea-Kamuela area where recorded peak ground acceleration exceeded 1.0g <br /> (soil depths are greater in that region than along the rocky coast nearest the epicenter). At <br /> least two dams experienced cracks along their crests, while at least two others showed clear <br /> evidence of incipient slope failure on their embankments. The Pacific Disaster Center <br /> performed dam break simulations for Hawaii County Civil Defense. Two dams located above <br /> Waimea were drained after excessive seepage and "water boils" were observed five days <br /> following the earthquakes. The State Department of Land and Natural Resources had in place <br /> post-earthquake dam inspection procedures. The Hawaii Dam Safety Guidelines: Seismic <br /> Analysis & Post-Earthquake Inspections (Brandes, 2004) call for inspections of dams within <br /> 75 miles of the source of an earthquake of magnitude between 6 and 7. The U.S. Army Corps <br /> of Engineers undertook these comprehensive inspections. <br /> The U.S. Army Corps of Engineers (USACE) provided Hawaii State Civil Defense (HSCD) <br /> with completed documentation concerning the Statewide Dam Visual Conditions Survey in <br /> response to the Kiholo Bay Earthquake on October 15, 2006. Documentation includes <br /> electronic field inspection reports with corresponding photographs for 86 dams inspected by <br /> USACE between October 30 and November 8, 2006. HSCD asked Pacific Disaster Center <br /> (PDC) to develop a map viewer application to allow authorized users to view the <br /> documentation provided by USACE. PDC created (and will maintain) a password-protected <br /> map viewer that hosts and displays USACE data for persons authorized by HSCD to access <br /> 11-2 Hawaii County Multi-Hazard Mitigation Plan <br />