While practicing the load cases in the publication "Design Load Basis for Offshore Wind Turbines - DT Wind Energy Report No. E-0133", a question came to me when

I tried to simulate the DLC15 regarding the EWS for offshore wind turbines. To my understanding, the EWS wind condition is a transient scenario describing the wind shear suddenly changing from a normal wind profile (NWP) to a nose-like profile and then going back. Why is the EWS condition given by Equations (26) and (27) IEC 61400-1? In IEC 61400-1, the NWP is assumed to have a power index of 0.2; however, the NWP for the offshore wind turbines should be 0.14. The value 0.2 should be for onshore turbines. Please correct me if I misunderstand the description of the DLC15 case.

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