Laserfiche WebLink
<br />~ <br />7':, <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 />II <br />I <br /> <br />. consideration of restrictions on <br />releases and spill water quality, and <br />regulatory and environmental <br />requirements; <br /> <br />. if some releases are acceptable, <br />containment of inflows to a <br />detennined stage with relevant flood <br />storage (such as the I: 100 AEP flood) <br />with no releases; <br /> <br />. by-pass provisions, diversions, and <br />temporary spillways during staged <br />construction over mine operational <br />life; <br /> <br />. regulator requirements for long term <br />safety, including identification of the <br />responsible owner when the mine is <br />closed, <br /> <br />9.5.3. Hydrology assessment. <br /> <br />This may need to consider long term wet <br />sequences and volumes, ,rather than peak <br />inflows. <br /> <br />Reference should be made to the ANCOLD <br />Guidelines on Tailings Dam Design, <br />Construction and Operation and to Appendix <br />2, sub-section A2.9 for reference to water <br />management and design flood and freeboard <br />requirements. <br /> <br />ANCOLD Guidelines on Selection of an Acceptable flood Capacity for Dams <br /> <br />25 <br />