A kind of dredging mud dewatering method based on mud skin permeability
A mud and mud skin technology, applied in chemical instruments and methods, water/sludge/sewage treatment, dehydration/drying/thickened sludge treatment, etc., can solve the problems of poor mud treatment effect, unmatched dredging volume, and dehydration efficiency Reduce the problem of reducing mud treatment costs, improve mud treatment efficiency, and improve water permeability
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Examples
Embodiment 1
[0024] The present embodiment provides a method for dehydrating dredging mud based on mud skin penetration, wherein the dredging mud is dredged mud from Taihu Lake, and the water content is 900%. The method includes the following steps in turn:
[0025] (a) Take 15.4kg of Taihu Lake dredging mud with a water content of 900% (dry weight 1.54kg), add 7.7g of flocculant PAM to it, stir evenly, and form flocs of about 0.1~0.5mm (the size here refers to average size, the same below);
[0026] (b) Place the surface area of 7.07cm in the transition mud (transition mud is the name of the above dredged silt after treatment and flocculation treatment, here is just to distinguish it from the dredged mud above) 2 The surface of the suction filter head is covered with a 400-mesh geotextile, and a vacuum pump is used to apply a negative pressure of 75Kpa to the suction filter head (the pressure of the suction filter remains unchanged during the suction filtration process), and the suction...
Embodiment 2
[0028] The present embodiment provides a method for dehydrating dredging mud based on mud skin penetration, wherein the dredging mud is dredged mud from Taihu Lake, and the water content is 1150%. The method includes the following steps in turn:
[0029] (a) Take 25kg of Taihu Lake dredging mud (dry weight 2kg) with a water content of 1150%, add 0.2kg of iron ion flocculant to it, stir evenly, and form flocs of about 1.0~1.5mm;
[0030] (b) Place a surface area of 7.07 cm into the transition mud 2 The surface of the suction filter head is covered with 150-mesh geotextile, and the vacuum pump is used to apply a negative pressure of 105Kpa to the suction filter head to start the suction filtration. The suction filtration speed can reach 0.2g / cm in the initial stage 2 s, after which the suction filtration speed decreases slowly, after 1 hour of suction filtration, the suction filtration speed drops to 0.1g / cm 2 ·s, after 4 hours, the moisture content of the mud drops to 250%. ...
Embodiment 3
[0032] This embodiment provides a method for dehydrating dredging mud based on mud skin penetration, wherein the dredging mud is dredged mud from Taihu Lake, and the water content is 570%. The method includes the following steps in turn:
[0033] (a) Take 20kg of Taihu dredging mud with a water content of 570% (dry weight 3kg), add 0.45kg of a mixture of iron ion flocculant and aluminum ion flocculant to it, and stir evenly to form flocs of 1.5~2mm (here The size refers to the average size);
[0034] (b) Place a surface area of 7.07 cm into the transition mud 2 The surface of the suction filter head is covered with 300-mesh geotextile, and the vacuum pump is used to apply a negative pressure of 80Kpa to the suction filter head to start the suction filtration, and the suction filtration speed can reach 0.5g / cm in the initial stage 2 s, after which the suction filtration speed decreased slowly, after 3 hours of suction filtration, the suction filtration speed dropped to 0.15g...
PUM
| Property | Measurement | Unit |
|---|---|---|
| size | aaaaa | aaaaa |
| osmotic coefficient | aaaaa | aaaaa |
| osmotic coefficient | aaaaa | aaaaa |
Abstract
Description
Claims
Application Information
Login to View More