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Fig. 8 | Smart Water

Fig. 8

From: Calibrating and validating a combined accumulation and mobilisation model for water distribution system discolouration using particle swarm optimisation

Fig. 8

Flow (top plot) and turbidity from trunk main TM-NR used for calibrating and validating the VCDM. Note that the upper bound of the turbidity y-axis scale has been set to 1 NTU to show the variation between mobilisation events of the turbidity of the WTW finals (Twtw_obs) and the turbidity at the downstream end of TM-NR (Tds_obs)

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