For routing of flood in a given channel using the Muskingum method, two of the routing coefficients are estimated as $C_{0}=-0.25$ and $C_{1}=0.55 .$ The value of the third coefficient $C_{2}$ would be

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For routing of flood in a given channel using the Muskingum method, two of the routing coefficients are estimated as $C_{0}=-0.25$ and $C_{1}=0.55 .$ The value of the third coefficient $C_{2}$ would be