Seite - 427 - in Book of Full Papers - Symposium Hydro Engineering

Fig. 2: Variation of Sediment Concentration rate and Discharge It is hyperbolic curve, underestimates the sediment concentration. Therefore the data was re-analyzed and the proposed quadratic equation is: 𝐶 = 0.0005𝑄 2 − 0.2𝑄 + 125 (13) The proposed equation (13) is of second order. It envelops 94 % of the sediment data at one hundred percent band width, it is also seen that 63% of the sediment data at fifty percent band width, which is shown in Fig. 3. C= 700Q-0.9 -10.0 10.0 30.0 50.0 70.0 90.0 110.0 130.0 0 200 400 600 800 1000 1200 1400 1600 1800 Discharge m3/s Unstady Concentration Plot C = 0.0005Q2-0.2Q + 125 C= 0.2512Q + 9.6707 0 100 200 300 400 500 600 700 800 900 1000 0 200 400 600 800 1000 1200 1400 1600 S e d i m e n t C o n c e n t r a t i o n p p m Discharge cumec 94% data is covered under 100 % band (1-85/1312)*100 63% data is covered under 50 % band (1-495/1312)*100 427