Checkgate apparatus and control method of accurately distributing inflow water for sewage treatment
A sewage treatment and water inlet weir technology, which is applied in the field of weir gate devices, can solve the problem that the biological denitrification and phosphorus removal functions cannot achieve the expected results, cannot accurately measure the water distribution and accurately adjust the flow, and cannot distribute the anaerobic and anoxic sections. Water and other problems, to achieve the effect of low cost, high degree of automation, and good adjustment effect
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0030] Embodiment 1: The weir gate device for accurately distributing the water inlet for sewage treatment is equipped with a weir gate assembly, a driving and transmission device, and an ultrasonic liquid level gauge, and is characterized in that: the weir gate assembly is provided with a weir gate guide rail 1 The main board 2, the two sides of the weir door main board can be slidably connected on the guide rail up and down, the weir door main board is provided with an orifice 3, and the orifice is provided with a sealing plate 31 which is easy to disassemble. Sealing strip; the guide rail of the weir gate is vertically fixed on the inner side of the water inlet weir of the biological treatment unit 32, and the water inlet weir of the biological treatment unit is the weir of the water inlet channel, so the position of the guide rail of the weir gate and the main board of the weir gate is in the water inlet channel On the outside of the weir mouth, the bottom of the biological...
Embodiment 2
[0037] Weir door width b=1300mm, height 1000mm, orifice size 2×250×400mm, and the orifice is 0.2m away from the weir crest; the sewage treatment plant is in a relatively stable operation state, with moderate water volume, and only the orifice is submerged to flow out of the water distribution weir gate ;
[0038] 1) Set the time interval for water inflow detection and adjustment to 10 minutes, and the allowable flow difference is 10% of the reasonable inflow flow;
[0039] 2) The measured process needs to determine the weir gate water distribution is 1250m 3 / h;
[0040] 3) It is determined that the weir gate water intake is the second case, and H is calculated by formula 1-22 0.4m;
[0041] 4) The water level on the weir measured by the ultrasonic liquid level gauge is 6.7m, the water level in the biological reaction tank is 5.9m, and the weir crest elevation is calculated to be 6.7m; adjust the weir gate to the 6.7m elevation through the weir gate electric device; then sta...
example 3
[0043] Weir gate width b=1300mm, height 1000mm, orifice size 2×250×400mm, and the distance between the orifice and weir crest is 0.2m. The sewage treatment plant operates during the day, the water volume is large, and the flow of the water distribution weir gate is also large;
[0044] 1) Set the time interval for water inflow detection and adjustment to 10 minutes, and the allowable flow difference is 10% of the reasonable inflow flow;
[0045] 2) The measured process needs to determine the water distribution of the weir gate to be 3100m 3 / h;
[0046] 3) It is determined that the weir gate water intake is situation 3, and H is calculated by formula 1-3 1 The water head above the weir is 0.3m, H 2 0.7m;
[0047] 4) The water level on the weir measured by the ultrasonic liquid level gauge is 6.7m, the water level in the biological reaction tank is 5.9m, and the calculated weir crest elevation is 6.4m; adjust the weir gate to the 6.4m elevation through the weir gate electri...
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 