GATE CE 2018 Set 1 — Question 34

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NAT+1 / -0EasyFlood RoutingHydrographs & GroundwaterWater Resources Engineering

Water Resources Engineering → Hydrographs & Groundwater → Flood Routing

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For routing of flood in a given channel using the Muskingum method, two of the routing coefficients are estimated as C0=0.25C_0 = -0.25 and C1=0.55C_1 = 0.55. The value of the third coefficient C2C_2 would be ______
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