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Table 3 Model selection criteria for river flood data

From: Exponential-modified discrete Lindley distribution

Model

K-S

−2LL

AIC

BIC

T. Pareto

0.389

572.401

578.4

580.9

Pareto

0.332

606.200

608.2

610.4

EP

0.199

574.600

578.6

583.2

BP

0.175

567.400

573.4

580.3

Kw-P

0.170

542.400

548.4

555.3

WP

–

498.793

502.8

507.3

NWP

–

158.326

162.3

166.9

BEP

–

496.111

504.1

513.2

BGP

0.071

486.200

496.2

507.6

EMDL

0.116

503.574

507.6

512.1