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<br />I <br />I <br />I <br />i I <br />I <br />il <br />il <br />:1 <br />il <br />'I <br />I <br />I <br />.1 <br />:1 <br />il <br />:1 <br />II <br />il <br />II <br /> <br />10.11 <br />10.12 <br /> <br />Scour <br /> <br />Bibliography <br /> <br />Chapter 11 Structures <br /> <br />11.1 General Statement <br /> <br />11.2 Upstream Storage <br />11.2.1 Recreation Areas <br />11.2.2 Detention Facilities <br /> <br /> <br />11.3 <br /> <br />11.4 <br /> <br />11.5 <br /> <br />12.1 <br />12.2 <br />12.3 <br />12.4 <br /> <br />12.5 <br />12.6 <br /> <br />Hydraulic <br />11. 3.1 <br />11.3.2 <br />11.3.3 <br />11. 3.4 <br /> <br />Design Considerations <br />Principal Outlet Works <br />Emergency Spillways <br />Embankment Structures <br />Seepage Cutoff Collars <br /> <br />Des i gn Methods <br />Rational Stored Rate Method <br />The SCS Unit Hydrograph Procedure for <br />Analysis <br /> <br />Hydraulic <br />11.4.1 <br />11. 4. 2 <br /> <br />Bibliography <br /> <br />1 ~ <br /> <br />Flood-proofing Requirements <br />Types of Flood Proofing <br /> <br />Flood-proofing Procedures <br />12.4.1 Site Layout <br />12.4.2 Elevated Structures <br />12.4.3 Waterproofing Structures <br />12.4.4 Internal Flood-proofing Measures <br /> <br />Engineering Considerations of Flood Proofing <br /> <br />Bibliography <br /> <br />-7- <br /> <br />Storage <br />