Surimi wastewater protein extracting and purifying precipitation tank
A settling tank and waste water technology, applied in the field of protein settling tanks, can solve the problems of no foam treatment, single function, and insufficient automation, and achieve the effects of improving utilization, reducing energy consumption, and reducing stirring time
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specific Embodiment 1
[0022] A kind of surimi wastewater protein refining sedimentation tank, such as figure 1 As shown, the tank body 1 is included, the upper part of the tank body 1 is provided with a feed pipe 2, the feed pipe 2 is provided with a rotameter 3 and a sedimentation flocculant liquid inlet pipe 4, and a first Agitator 5, the first agitator 5 includes a rotating shaft 6 and a stirring blade 7 fixed on the lower part of the rotating shaft 6, the upper end of the rotating shaft 6 passes through the tank body 1 and is connected to the external motor 8 and its lower end enters the bottom of the tank body 1, the rotating shaft 6 The upper part of the tank is provided with a fan-shaped foam baffle 9 that can rotate horizontally along the rotating shaft. The foam baffle 9 is located below the outlet of the feed pipe 2. The tank body 1 is provided with a foam discharge port 10 at the same height as the foam baffle 9. The foam discharge port 10 is connected with a foam discharge pipe 11, the ...
specific Embodiment 2
[0025] The density of surimi wastewater is equivalent to that of water, which is 1 ton / m 3 . Assume that the capacity of the sedimentation tank is 20 tons each time, the radius of the hemisphere of the sedimentation tank is r=1.25 m, the height of the middle column is h=4.0 m, and all the pipes of the whole tank are made of stainless steel. The positions of the two sensors in the figure (vertical height to the bottom of the tank) are 1.25m and 3.55m respectively.
[0026] Pipe diameter calculation: (1) according to 10.86 m 3 At a flow rate of / h, the surimi waste water is discharged into the surimi wastewater in 2 hours, and the nominal pipe diameter of the surimi processing wastewater discharged into the sedimentation tank (that is, the feed pipe 2) is calculated to be DN80. (2) After flocculation of surimi processing wastewater, 15% is the sediment at the bottom of the settling tank, and it takes 2 hours to discharge the bottom sediment at a flow rate of 1.45 m 3 / h, then...
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