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Fig. 10 | Smart Water

Fig. 10

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

Fig. 10

A network schematic showing attributes of trunk main TM-WB; AC or unlined DI, length (L) per section, internal diameter (D) and the roughness (ks; values taken from a calibrated hydraulic model). Take-offs along the length with range of demand flows per node, the type of flow profile (domestic or stepped) and the duration over which the flow profile patterns repeat

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