“…the capillary suction time (CST, see Vesilind, 1988), the particle size distribution (Karr and Keinath, 1978;Kayser and Nellenschulte, 1991;Olboeter and Vogelpohl, 1993), the mean particle diameter (Hemme et al, 1994), and the zeta potential (Igarashi and Nishizawa, 1992). Other methods provide a closed loop feedback control for sludge conditioning by the streaming current detection of filtrate (Dentel and Kingery, 1989;Dentel and Abu-Orf, 1993), the mean particle diameter (Peters, 1992) and the rheological parameters, especially the torque of conditioned sludge (Campbell and Crescuolo 1982;Campbell and Crescuolo, 1989). The conditioning control systems would lead to a higher level of dewatering efficiency as well as lower polymer addition compared to dewatering without automatic control (Crawford, 1990).…”