According to the Fuller’s formula, the flood discharge (Q) in cumsecis given by

A

$$CA^{0.8}.(1+0.80 \log T)(1+267 A^{-0.3})$$

B

$$CA^{\frac{5}{6}}$$

C

$$CA(0993-\frac{1}{14}\log A)$$

D

$$\frac{123A}{\surd A +10.4}$$