A secondary settling tank with improved structure and its method for inhibiting the growth of filamentous bacteria
A secondary sedimentation tank, filamentous bacteria technology, applied in chemical instruments and methods, sedimentation tanks, biological treatment devices, etc., can solve the problem of the concentration and quality of return sludge, the difficulty of sewage treatment operation and control, and the impact on the pollution of aeration tank. Sludge volume and other issues to achieve the effect of avoiding sludge loss, preventing and inhibiting growth, and improving clarity
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0027] The height of the secondary sedimentation tank used in this embodiment is 0.5m and the diameter is 1m. The diameter of the sleeve is 0.18m, the top of the sleeve is 0.4m higher than the highest liquid level of the secondary settling tank, the angle a between the bell mouth and the sleeve wall is 60°, the horizontal projection length of the bell mouth is 0.085m, and the distance between the bottom end of the bell mouth is 2 The vertical distance of the lowest point at the bottom of the sink is 0.1m. Four support frames are arranged at intervals around the water inlet pipe, the angle b between the support frame and the water inlet pipe wall is 60°, the horizontal projection length of the support frame is 0.072m, and the distance from the bottom end of the support frame to the bottom of the secondary settling tank is 0.1m . Two circles of aeration coils are fixed on the support frame. A dissolved oxygen meter is installed inside the sleeve to monitor and control the diss...
Embodiment 2
[0030] The height of the secondary sedimentation tank used in this embodiment is 0.5m and the diameter is 1m. The diameter of the sleeve is 0.25m, the top of the sleeve is 0.3m higher than the highest liquid level of the secondary settling tank, the angle a between the bell mouth and the sleeve wall is 30°, the horizontal projection length of the bell mouth is 0.1m, and the distance between the bottom end of the bell mouth is 2 The vertical distance of the lowest point at the bottom of the sink is 0.12m. Four supporting frames are arranged at intervals around the water inlet pipe, the angle b between the supporting frame and the water inlet pipe wall is 30°, the horizontal projection length of the supporting frame is 0.08m, and the distance from the bottom end of the supporting frame to the bottom of the secondary settling tank is 0.12m . Two circles of aeration coils are fixed on the support frame. A dissolved oxygen meter is installed inside the sleeve to monitor and contr...
Embodiment 3
[0033] The invention is used to improve the secondary sedimentation tank of a sewage treatment plant. The height of the secondary sedimentation tank is 0.5m and the diameter is 1m. The bottom of the water is fed from bottom to top and the water is discharged from all sides. A hollow cylindrical sleeve is set around the water inlet pipe. The diameter of the sleeve is 0.2m. The top of the sleeve is 0.5m above the highest liquid level of the secondary sedimentation tank. The angle a with the inlet pipe wall is 45°, the bottom end of the sleeve is a bell mouth, the horizontal projection length of the bell mouth is 0.1m, and the vertical distance between the bottom end of the bell mouth and the bottom of the secondary sedimentation tank is 0.1m. An inclined support frame is arranged around the bottom end of the water inlet pipe, and four support frames are arranged at intervals around the water inlet pipe. The angle b between the support frame and the wall of the water inlet pipe is...
PUM
| Property | Measurement | Unit |
|---|---|---|
| diameter | aaaaa | aaaaa |
| diameter | aaaaa | aaaaa |
| height | aaaaa | aaaaa |
Abstract
Description
Claims
Application Information
Login to View More 

