Crest Level Design: Marine and Coastal Engineering - 01
1) What “crest level design” must satisfy at FEED Crest elevation is not “one formula”. It is the highest of several controlling requirements : Hydraulic performance limit mean overtopping discharge q (and/or individual overtopping volumes) for the asset function limit run-up exceedance and freeboard under design sea state Structural/geotechnical robustness allowance for settlement / consolidation / rock rearrangement allowance for construction tolerance (as-built variability) allowance for sea-level rise (project life) Operational / functional crest used as access road? utilities corridor? emergency access? allowable “green water” / spray conditions for people/vehicles/equipment Guidance commonly used for this methodology is EurOtop (overtopping/run-up) and the Rock Manual / rubble mound design practice . 2) FEED inputs you must define (minimum set) A. Design water levels (vertical components) You need a Design Still Wa...