Desalination method of hydraulic fill sea mud
A desalination and bony technology, applied in the direction of site preparation methods, chemical instruments and methods, restoration of contaminated soil, etc., can solve the problems of poor permeability of dredged reclamation sea mud, limited waste resources, long desalination time, etc., to shorten Effect of desalination cycle, improvement of use efficiency, and improvement of penetration rate
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Embodiment 1
[0021] The dredging reclamation sea mud in Tianjin Binhai New Area has high clay content, strong plasticity, high salt content, and low permeability coefficient. In view of this characteristic, the treatment method is as follows: (1) Lay underground pipes in the dredging reclamation area in early November and carry out 80cm soil (2) After freezing in winter and thawing in spring, the structure of the dredged sea mud is loose, and then calcium carbide slag and dredged sand are added to the dredged sea mud. The addition amount of sand is 0.05 parts, the addition amount of dredged sand is 0.4 parts, and the mechanical mixing is uniform; (3) Irrigate and wash the mixed dredged sea mud, and the water pressure of 7cm is maintained during the flushing process, and the flushing water is pumped by The underground underground pipe is discharged and lasts for 120 hours until the total salt content of the deep plowed soil layer is less than or equal to 3g / kg.
Embodiment 2
[0023] The dredging reclamation sea mud in Tianjin Binhai New Area has high clay content, strong plasticity, high salt content, and low permeability coefficient. In view of this characteristic, the treatment method is as follows: (1) Lay underground pipes in the dredging reclamation area in early November and carry out 40cm soil (2) After freezing in winter and thawing in spring, the structure of the dredged sea mud is loose, and then calcium carbide slag and dredged sand are added to the dredged sea mud. The addition amount of the sand is 0.05 parts, the addition amount of the dredging sand is 0.4 parts, and the mechanical mixing is even; (3) Irrigate and wash the mixed dredged sea mud, and the water pressure of 5cm is maintained during the flushing process, and the flushing water is pumped by The underground underground pipe is discharged for 54 hours, until the total salt content of the deeply excavated soil layer is less than or equal to 3g / kg.
Embodiment 3
[0025] The dredging reclamation sea mud in Tianjin Binhai New Area has high clay content, strong plasticity, high salt content, and low permeability coefficient. In view of this characteristic, the treatment method is as follows: (1) Lay underground pipes in the dredging reclamation area in early November and carry out 80cm soil (2) After freezing in winter and thawing in spring, the structure of the dredged sea mud is loose, and then calcium carbide slag and dredged sand are added to the dredged sea mud. The addition amount of sand is 0.25 parts, the addition amount of dredged sand is 0.25 parts, and the mechanical mixing is uniform; (3) Irrigate and wash the mixed dredged sea mud, and the water pressure of 7cm is maintained during the flushing process, and the flushing water is pumped by The underground underground pipe is discharged and lasts for 180 hours until the total salt content of the deep plowed soil layer is less than or equal to 3g / kg.
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