Determination of Muskingum Method's K and X with the given inflow and outflow hydrograph data of a river reach: Average outflow, Average inlfow, cms cms Storage 5870 9310 12900 20500 21000 23400 32500 55400 62700 52600 43200 25200 22800 41200 50400 45300 38800 27000 16200 12400 10200 8080 6010 5050 4180 6970 7560 14200 18300 18500 21300 29300 39700 48700 53300 48700 37100 35800 35800 35800 42700 44100 35400 25200 16400 11500 9380 7860 21 22 24 Note that S=Si+laveAt-OwAt day Average Average inlfow, outflow, cms cms Storage, 52 x 1000 cfs- day X*le+(1-X10. 3 15.7 5 6 5870 9310 12900 20500 21000 23400 32500 55400 62700 52600 43200 25200 22800 41200 50400 45300 38800 X-0.1 4350 7200 8090 14800 18600 19000 22400 31900 42000 49100 18.4 23.3 34.5 60.6 83.6 97.5 7 X=0.2 4520 7440 8630 15500 18800 19500 23500 34500 44300 49500 4180 6970 7560 14200 18300 18500 21300 29300 39700 48700 53300 48700 37100 35800 35800 35800 42700 44100 35400 X-0.3 4690 7670 9160 16100 19100 20000 24700 37100 46600 50000 8 10 15 16 17 18 27000 19 20 21 22 16200 12400 10200 8080 6010 5050 16400 11500 9380 7860 24