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Official Journal of the Asia Oceania Geosciences Society (AOGS)

Table 8 Joint CDF and Tand estimated from the empirical copula and MECC

From: Copula–entropy theory for multivariate stochastic modeling in water engineering

C(u,v)

P (discharge)

P = 0.8

P = 0.9

P = 0.96

P = 0.98

 

P (volume)

Empirical

P = 0.8

0.7500

0.7857

0.8036

0.8036

P = 0.9

0.8036

0.8750

0.9107

0.9107

P = 0.96

0.8036

0.9107

0.9464

0.9643

P = 0.98

0.8036

0.9107

0.9643

0.9821

MECC

P = 0.8

0.7503

0.7861

0.7940

0.7953

P = 0.9

0.7861

0.8649

0.8946

0.9013

P = 0.96

0.7940

0.8946

0.9429

0.9557

P = 0.98

0.7953

0.9013

0.9557

0.9709

Tand (years)

Discharge (cms)

73.20

109.90

170.66

230.59

 

Volume (m3)

Empirical

3.18 × 105

6.6667

11.6667

22.9508

42.4242

4.60 × 105

9.6552

13.3333

19.7183

32.5581

6.44 × 105

22.9508

19.7183

37.8378

41.1765

7.71 × 105

42.4242

32.5581

41.1765

45.1613

MECC

3.18 × 105

6.6535

11.6146

29.4142

65.3461

4.60 × 105

11.6146

15.3998

28.9062

46.8990

6.44 × 105

29.4142

28.9062

43.6433

63.4992

7.71 × 105

65.3462

46.8990

63.4992

91.8599