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The desalting and dewatering results of the ultrasonic-electric united process are compared with those of the electric process.
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The continuous dewatering resulted in decreased bottom hole pressure and migration of gas from coal matrix to cleat structure and finally to well-bore area.
At those sites, subsequent treatment of digested sludge with heat treatment and sludge dewatering resulted in total removal efficiencies of 35.0 ± 1.5% and 11.6 ± 0.6%, respectively.
In a third WWTP (no. 6), anaerobic digested sludge was dewatered; yet, the dewatering process resulted in only minor removal for TCC and 3-Cl′-TCC, while no significant changes were observed for the other carbanilides.
Experiments showed that the dewatering enhancement results only from thermal effects.
Decreased energy requirements for a drying and improved dewatering process result from lower moisture fraction.
During foundation pit dewatering, rapid drawdown resulted in rapid subsidence in the dewatered confined aquifer.
One reason postulated for this discrepancy is shear enhancement of sedimentation and bed dewatering as a result of aggregate densification.
In addition, wetlands and reed beds demonstrated good results in dewatering and detoxifying of sludge.
As the concentration of such a suspension is increased as a result of dewatering, the materials exhibit non-Newtonian behaviour, characterised by shear thinning, a yield stress, and in some instances, by thixotropic behaviour.
In addition, the capillary suction caused by the fine pores of the suction media acts as a superposed driving force on the water in the bulk, resulting in further dewatering.
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