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Last modified
1/25/2010 6:47:55 PM
Creation date
10/5/2006 1:10:26 AM
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Floodplain Documents
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Title
Guidelines on Selection of Acceptable Flood Capacity for Dams
Date
3/1/2000
Prepared By
Australian National Committee on Large Dams
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />20 ANCOLD Guidelines on Selection of an Acceptable flood Capacity for Dams <br /> <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 />additional areas and PAR involved, <br />and evacuation routes; <br />. time for the emergency authority to <br />issue a warning to the relevant PAR to <br />evacuate, <br /> <br />In some cases, to provide effective lead time <br />for warning and evacuation, the operator alert <br />may need to be at an early stage such as the <br />1:100 AEP flood phase when it is not possible <br />to assess whether the flood will reach darn <br />break proportions, <br /> <br />It is also likely that there will not be any <br />significant difference in the flood hydrograph, <br />rising stage between a nonhal flood and the <br />PMP design flood making it difficult to <br />identifY the potential ultimate flood condition, <br />The historical records are unlikely to include <br />extreme floods, <br /> <br />7.3.5. Dam Safety Emergency Plans (DSEP). <br /> <br />The DSEP should include an assessment <br />with the emergency authority of the relevant <br />lead times required to determine at what <br />stage an alert should be given of a potential <br />dam break situation to provide sufficient time <br />to warn and evacuate the PAR (ANCOLD, <br />1994). <br /> <br />As indicated above this could identifY that the <br />alert from the dam operator may have to be <br />made well ahead of firm data that the dam <br />could faiL The community would require <br />education that such advance warnings and <br />evacuation would be conservatively made to <br />protect the community, and that the dam may <br />not subsequently faiL <br /> <br />7.3.6. Non Structural Risk Options <br /> <br />If dam break warning and evacuation plans <br />are proposed as non-structural options to <br />reduce loss of life, a number of factors need <br />to be considered. <br /> <br />(i) Proposals to use warning and evacuation <br />plans as a risk reduction option should be <br />coordinated with the regional and local <br />emergency authorities for their agreement on <br />the practicability and preparation of <br />appropriate plans consistent with good <br /> <br />emergency management practice, with clear <br />lines of responsibility. <br /> <br />(ii) The community concerned should be <br />advised of the implications of using the <br />warning 'system as a risk reduction measure, <br />and the plans should be discussed at public <br />meetings, with public involvement in design <br />and agreement to implementation of the <br />system. <br /> <br />(iii) Regular follow up, with review and <br />updating off plans and community education <br />and involvement (with at least paper trials) are <br />essential to maintain effectiveness of plans, <br /> <br />'7.3.7. Effectiveness of Emergency Plans. <br />(Refer Appendix 2, sub-section A2. 6.) <br /> <br />It can only be stated that an appropriate plan, <br />consistent with emergency practices, has been <br />developed with the emergency authority, <br />discussed and accepted by the community <br />concerned, and will be regularly reviewed with <br />all parties. (Legal liability has not been tested), <br /> <br />~. <br />f <br />. <br />, <br /> <br />1c <br /> <br />In the case of warning systems in the homes, <br />as has been used for a number of dams, current <br />references indicate a resistance from home <br />owners following longer term experience with <br />the warning system and malfunctions. <br /> <br />A dam break warning and evacuation plan <br />cannot guarantee outcomes such as a specified <br />reduction in loss of life, or that there will be no <br />loss of life, as with any risk-reduction solution. <br /> <br />8. AFC SCREENING PROCESSES. <br /> <br />A deterministic fallback option can be <br />considered as an alternative to a risk study, or <br />preferably during a phased risk assessment that <br />has identified the critical issues. <br /> <br />A review during a phased risk study could <br />indicate further detailed risk studies may not <br />be cost effective compared with a conservative <br />deterministic fallback option. <br /> <br />Traditional practice has generally been to <br />adopt PMF where lives were at risk, While not <br />compatible with the risk concept, PMF can be <br />considered as a fallback upper limit. <br /> <br />I <br />I <br />i <br />j <br />i <br />
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