Fig. 10From: Calibrating and validating a combined accumulation and mobilisation model for water distribution system discolouration using particle swarm optimisationA 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 repeatBack to article page