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Table 7

The design floods of the MRB with 95% bootstrapped CIs calculated by different methods

BasinMethodDesign quantile (width of 95% CIs)/m3/s
20-year30-year50-year100-year
MRB De-nonstationarity 411 (290) 479 (349) 568 (436) 694 (568) 
 Conventional 922 (8721,127 (1,1151,408 (1,4641,829 (2,008
 ENE 1,338 (2,054) 1,338 (2,022) 1,339 (1,9831,340 (1,941
 DLL 3,196 (6,1233,465 (6,8293,805 (7,7104,269 (8,969
 ER 630 (553773 (820) 997 (1,228) 1,364 (1,886) 
 ADLL 595 (452734 (698960 (1,1461,340 (1,833
BasinMethodDesign quantile (width of 95% CIs)/m3/s
20-year30-year50-year100-year
MRB De-nonstationarity 411 (290) 479 (349) 568 (436) 694 (568) 
 Conventional 922 (8721,127 (1,1151,408 (1,4641,829 (2,008
 ENE 1,338 (2,054) 1,338 (2,022) 1,339 (1,9831,340 (1,941
 DLL 3,196 (6,1233,465 (6,8293,805 (7,7104,269 (8,969
 ER 630 (553773 (820) 997 (1,228) 1,364 (1,886) 
 ADLL 595 (452734 (698960 (1,1461,340 (1,833

The width of 95% CIs is in italics, and the results of the de-nonstationarity method are in bold.

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