阅读说明：本技术 一种虹吸滤池自动冲洗控制系统 (Automatic flushing control system of siphon filter tank ) 是由 樊锦文 唐志升 陈葵 邹家虞 易小萍 朱木林 谢玉生 童述平 陈明才 吴长山 李 于 2021-10-29 设计创作，主要内容包括：本发明公开了一种虹吸滤池自动冲洗控制系统,包括有出水斗,及一端插入于出水斗中的抽气引水虹吸管,及与抽气引水虹吸管连接的第一抽气管,及与第一抽气管连接的进水辅助虹吸管,及与进水辅助虹吸管连接的进水虹吸管,及与出水斗连接的排水辅助虹吸管,及与排水辅助虹吸管连接的第二抽气管,及经由排水辅助虹吸管与第二抽气管连通的排水虹吸管,所述进水虹吸管连有常闭电磁阀,所述常闭电磁阀连有电磁阀电气线,所述电磁阀电器线连有电磁阀触发按钮,所述电磁阀触发按钮下方设有撑杆,所述撑杆底部设有浮桶；该虹吸滤池自动冲洗控制系统缩短形成反冲洗时间,减少水的损失,杜绝连续反冲洗和多格同时反冲洗。(The invention discloses an automatic flushing control system of a siphon filter, which comprises a water outlet bucket, an air exhaust water diversion siphon pipe, a first air exhaust pipe, an auxiliary water inlet siphon pipe, an auxiliary water outlet siphon pipe, an auxiliary water discharge siphon pipe and a drainage siphon pipe, wherein one end of the air exhaust water diversion siphon pipe is inserted into the water outlet bucket; the automatic flushing control system for the siphon filter tank shortens the time for forming the back flush, reduces the loss of water, and avoids continuous back flush and multi-grid simultaneous back flush.)

1. The utility model provides an automatic control system that washes of siphon filtering pond which characterized in that: the water outlet device comprises a water outlet bucket, an air exhaust diversion siphon with one end inserted into the water outlet bucket, a first air exhaust pipe connected with the air exhaust diversion siphon, an auxiliary water inlet siphon connected with the first air exhaust pipe, an air inlet siphon connected with the auxiliary water inlet siphon, an auxiliary water drainage siphon connected with the water outlet bucket, a second air exhaust pipe connected with the auxiliary water drainage siphon, and a water drainage siphon communicated with the second air exhaust pipe through the auxiliary water drainage siphon, wherein the water inlet siphon is connected with a normally closed electromagnetic valve which is connected with an electromagnetic valve electric wire, the electromagnetic valve electric wire is connected with an electromagnetic valve trigger button, a support rod is arranged below the electromagnetic valve trigger button, the bottom of the support rod is provided with a floating barrel, an air inlet head is installed on the support rod, a timing barrel is arranged below the air inlet head, and the air inlet head is right above the timing barrel.

2. The siphon filter automatic flushing control system according to claim 1, characterized in that: and a working button is arranged on the normally closed electromagnetic valve.

3. The siphon filter automatic flushing control system according to claim 2, characterized in that: the working button is connected with a pull wire, and a floating ball is hung below the pull wire.

4. A siphon filter automatic flushing control system according to claim 3, characterized in that: the automatic siphon water purifier is characterized by further comprising a siphon filter tank, wherein the floating barrel and the timing barrel are arranged in the siphon filter tank.

5. The siphon filter automatic flushing control system according to claim 4, characterized in that: the float barrel floats on the filtered water of the siphon filter tank, and the timing barrel is submerged in the filtered water of the siphon filter tank.

6. The siphon filter automatic flushing control system according to claim 5, characterized in that: the floating ball floats on the filtered water of the siphon filter tank.

7. The siphon filter automatic flushing control system according to claim 1, characterized in that: and the timing barrel is provided with a time adjusting valve.

8. The siphon filter automatic flushing control system according to claim 1, characterized in that: and a forced flushing valve is arranged between the air suction water diversion siphon pipe and the air inlet head.

9. The siphon filter automatic flushing control system according to claim 1, characterized in that: and the second exhaust pipe is connected with a water and air discharging and air inlet destructive valve.

10. The siphon filter automatic flushing control system according to claim 1, characterized in that: the size of the floating barrel is equal to that of the timing barrel.

Technical Field

The invention relates to an automatic flushing control system of a siphon filter tank.

Background

The siphon filter tank has the advantages of no need of large valves and flushing water pumps or flushing water tanks and easy realization of automatic operation, thereby being widely applied in China and being particularly suitable for medium-sized water plants with daily water supply of 2-10 million cubic meters. The automatic flushing of the siphon filter tank has various forms such as a floating ball type, a controller type, a siphon auxiliary pipe type and the like, wherein the siphon auxiliary pipe type is most applied. A standard water supply and drainage atlas S773 is a standard form of the siphon filter.

Through research for many years, the automatic flushing control system of the siphon filter tank is found to have the following three defects that (1) a large amount of water to be filtered is wasted before back flushing; (2) the phenomenon of flushing two or more grids simultaneously occurs, so that incomplete flushing is caused; (3) continuous backwashing occurs.

With respect to the disadvantage 1, the prior siphon filter structure with siphon auxiliary pipe is shown in fig. 1, the auxiliary siphon time from the beginning of the water discharge auxiliary siphon pipe to the formation of the siphon during the flushing formation is longer, because the head loss increase is slower during the filtering process, and the general sand filter is in the process of entering the sand filterThe turbidity of water does not exceed 20 ℃, the filtration cycle is about one day, and the end allowable head loss can be achieved, namely the average water level per second in the drainage siphon pipe, the rising height is only about 0.017mm, the auxiliary siphon pipe needs 52 minutes from the beginning of water flowing to submerging according to the galvanized pipe with the inner diameter of 53mm, if the inlet water turbidity is lower, the time is longer, and the actual measurement of the single pool by the company lasts 55 minutes. In addition, as shown in fig. 2, when the water level rises to the lower edge of the inlet of the auxiliary siphon pipe, the auxiliary siphon pipe starts to flow water, the amount of the inflowing water is small and is in a wall-attached flow state, and after a period of time, the water level rises to a certain height, the water flow in the auxiliary siphon pipe is converged from the wall-attached flow to the full flow, but the duration is short, because the speed of the water flow in the auxiliary pipe is high (generally about 4 m/s) during the full flow, and the water amount at the inlet of the auxiliary siphon pipe cannot supply the flow required by the full flow, so that the auxiliary siphon pipe returns to the non-full flow (wall-attached flow) state after the short full flow. During a relatively long period of time, the flow in the auxiliary siphon is in a "no-full-flow-no-full-flow" repetitive state, and only when the water level is reached, the water flow in the auxiliary siphon is in a full-flow state until the water level rises to a high enough level, and the air suction capacity of the auxiliary siphon is much greater than that of the non-full-flow state, which is why the back-flushing is caused by the fact that the auxiliary siphon takes a long time to suck off the air in the drain siphon. Analysis of the effluent from the weir shows that the amount of water W to be filtered wasted in the process is about 10m³. The actual measurement shows that the time for the auxiliary siphon to flow from the beginning of submerging to the beginning of draining siphon is 27 minutes, in the process, the auxiliary siphon flows out in a full pipe, and the waste water to be filtered is W₂＝1/4×0.0532×4×27×60＝14m³. It was found that it took 8 minutes for the water to start flowing through the 180 degree bend of the discharge siphon until a siphon was formed. This process is water consuming, estimated to be about 20m³Left and right, i.e. Ws 20m²(ii) a At the initial stage of washing, the water level in the filter is 1.8m higher than that of a clear water channel, and W4 to be filtered is 40m³The water has no effect on washing and filtering sand and is completely discharged into the drainage channel, and the analysis shows that the water W to be filtered needs to be wasted after each washing₁+W₂+W₃+W₄＝89m³Accounting for 3% of the cycle water yield.

Aiming at the defect 2, the siphon filter group is usually composed of 6-8 grids and has a certain simultaneous backwashing probability, and the filtering ground of our company is changed from eight grids to ten grids, so that the simultaneous backwashing probability is higher in the operation process. In addition, because the siphon back-flushing systems of all the grids are communicated with each other by forcing the air exhaust pipelines to be communicated with each other, when some gate valves are not tightly closed, the back flushing of one grid of the filter tank can cause the siphon system of the other grid of the filter tank to vacuumize and cause the phenomenon of back flushing at the same time, so that the filter grids are not flushed cleanly and waste flushing water due to insufficient supply of the flushing water, and the filter layer is also polluted over time.

Aiming at the defect 3, after the washing is finished, the back flushing is stopped by destroying siphons by the broken pipe (9), the broken pipe is generally a duct of Dg15 or Dg20, the pipe diameter is small, sometimes the pipe orifice is not completely destroyed due to corrosion or sundries sealing, the back flushing time is prolonged, even the pipe orifice can not be destroyed at all, and the filtered water to be filtered and flowing back into the filter tank through a sand layer partially or completely flows away. This loss is considerable if not timely patrolled, and is somewhat inadvertent.

Disclosure of Invention

Aiming at the defects in the prior art, the invention aims to provide the automatic flushing control system for the siphon filter tank, which shortens the time for forming the back flush, reduces the loss of water and avoids continuous back flush and multi-grid simultaneous back flush.

The technical scheme adopted by the invention for solving the technical problems is as follows:

an automatic flushing control system of siphon filter pool is composed of a water outlet bucket, an air-extracting and water-leading siphon tube with one end inserted in said water outlet bucket, the first air-extracting tube connected to said air-extracting and water-leading siphon tube, the auxiliary water-inlet siphon tube connected to said first air-extracting tube, the water-inlet siphon tube connected to said auxiliary water-inlet siphon tube, the auxiliary water-draining siphon tube connected to said water outlet bucket, the second air-extracting tube connected to said auxiliary water-draining siphon tube, and the water-draining siphon tube communicated with said second air-extracting tube via said auxiliary water-draining siphon tube, the water inlet siphon is connected with a normally closed electromagnetic valve which is connected with an electromagnetic valve electric wire, the electromagnetic valve electric appliance wire is connected with an electromagnetic valve trigger button, a support rod is arranged below the electromagnetic valve trigger button, the utility model discloses a timing device, including vaulting pole, air inlet head, time tube, air inlet head, the vaulting pole bottom is equipped with the keg float, install the air inlet head on the vaulting pole, the air inlet head below is equipped with time tube, the air inlet head is just to time tube top.

Furthermore, a working button is arranged on the normally closed electromagnetic valve.

Furthermore, the working button is connected with a pull wire, and a floating ball is hung below the pull wire.

Furthermore, the device also comprises a siphon filter tank, wherein the floating barrel and the timing barrel are arranged in the siphon filter tank.

Furthermore, the floating barrel floats on the filtered water of the siphon filter tank, and the timing barrel is submerged in the filtered water of the siphon filter tank.

Furthermore, the floating ball floats on the filtered water of the siphon filter tank.

Furthermore, a time adjusting valve is arranged on the timing cylinder.

Furthermore, a forced flushing valve is arranged between the air suction and water diversion siphon pipe and the air inlet head.

Furthermore, a water and air inlet destructive valve is connected to the second air exhaust pipe.

Further, the size of the floating barrel is equal to that of the timing barrel.

The invention has the beneficial effects that:

reduce the water to be filtered loss and save the quantity of backwashing water

(1) The original drainage auxiliary siphon pipe does not exist after being modified in the process from the beginning of water flowing to the complete submergence, and the water quantity can be saved by about 10m²(ii) a (2) The time from the beginning of the primary drainage auxiliary siphon pipe submerging to the beginning of the drainage siphon pipe flowing water is 27 minutes, and the water is required W₂＝14M³After the transformation, the water is only required to flow for 11 minutes from the full flow of the drainage auxiliary siphon pipe to the water flow of the drainage siphon pipe, and the water consumption is 6m³The process saves water by 8m³(ii) a (3) In the original system, the time for the drainage siphon pipe to start flowing water at 180-degree elbow until the siphon is completely formed is 8 minutes, and the water consumption is 20m³After transformation, the process is only carried outNeeds 4 minutes, saves half of water, and is 10m³(ii) a (4) In the original system, at the initial stage of washing, the water level in the tank is 1.8M higher than that of a clear water channel to be filtered₄＝40M³The water is completely drained off, and after the water is reformed, the water level of the water can be used for filtering water with the height of 0.8M, and the water to be filtered can be saved by 4 multiplied by 5.5 multiplied by 0.8-17M³。

Secondly, the construction cost is slightly reduced

After accounting, the investment increased by adding the air pumping water diversion siphon system is compared with the cost reduced by canceling the original forced back washing system, the construction cost is reduced, and the method is particularly obvious for newly built filter tanks.

Convenient production management and easy realization of automatic control

The improved automatic control system for siphon filter chamber has independent and closely connected single compartments, and this makes it easy to realize remote automatic control, avoid simultaneous back flushing of several compartments and avoid continuous back flushing.

Drawings

FIG. 1 is a schematic diagram of a hydraulic automatic control siphon filter;

FIG. 2 is a schematic view of a drain siphon system;

fig. 3 is a schematic diagram of the overall structure of an automatic flushing control system of a siphon filter tank according to the present invention.

Fig. 4 is a working principle diagram of the electromagnetic valve of the invention.

Detailed Description

The present invention is further described with reference to the following drawings and specific examples so that those skilled in the art can better understand the present invention and can practice the present invention, but the examples are not intended to limit the present invention.

Examples

Referring to fig. 3, an automatic flushing control system for siphon filter includes a water outlet bucket 12, an air-extracting and water-guiding siphon 9 with one end inserted into the water outlet bucket 12, a first air-extracting pipe 11 connected with the air-extracting and water-guiding siphon 9, an auxiliary water-inlet siphon 10 connected with the first air-extracting pipe 11, an auxiliary water-inlet siphon 6 connected with the auxiliary water-inlet siphon 10, an auxiliary water-discharging siphon 13 connected with the water outlet bucket 12, a second air-extracting pipe 14 connected with the auxiliary water-discharging siphon 13, and a water-discharging siphon 15 communicated with the second air-extracting pipe 14 via the auxiliary water-discharging siphon 13, wherein the auxiliary water-inlet siphon 6 is connected with a normally closed electromagnetic valve 5, the normally closed electromagnetic valve 5 is connected with an electromagnetic valve electrical wire 4, the electromagnetic valve electrical wire is connected with an electromagnetic valve trigger button 3, a stay bar 2 is arranged below the electromagnetic valve trigger button 3, a floating bucket 1 is arranged at the bottom of the stay bar 2, an air inlet head 7 is installed on the support rod 2, a timing barrel 8 is arranged below the air inlet head 7, and the air inlet head 7 is right above the timing barrel 8.

The normally closed solenoid valve 5 is provided with a working button 17, the working button 17 is connected with a stay wire 21, a floating ball 16 is hung below the stay wire 21, the siphon water filter further comprises a siphon water filter, the floating barrel 1 and the timing barrel 8 are arranged in the siphon water filter, the floating barrel 1 floats on the filtered water of the siphon water filter, the timing barrel 8 is submerged in the filtered water of the siphon water filter, and the floating ball 16 floats on the filtered water of the siphon water filter.

The timing cylinder 8 is provided with a time adjusting valve 18, a forced flushing valve 19 is arranged between the air suction diversion siphon 9 and the air inlet head 7, the second air suction pipe 14 is connected with a water and air inlet drainage destructive valve 20, and the size of the floating barrel 1 is equal to that of the timing cylinder 8.

Each single pool is added with a group of small siphon control systems similar to the water inlet siphon, the small siphon is called as an air suction and water diversion siphon 9, the water outlet end is provided with a water outlet bucket 12 connected with an original water discharge auxiliary siphon 13, and the added control systems are arranged in the dashed line frame.

The original forced back washing air exhaust control system is eliminated, and the original timing water tank and timing destruction pipe are eliminated.

One 200X 200mm floating barrel 1 and one 200X 200mm timing barrel 8 are added to each single cell, and the timing barrel 8 is submerged under water.

The air inlet valve of the destroying pipe of each water inlet siphon 6 is changed into a normally closed electromagnetic valve 5 with one end communicated with the atmosphere, an electromagnetic valve working button 17 is arranged right above a support rod 2 of a floating bucket 1, when the floating bucket 1 rises to a preset height along with the water level, the support rod 2 presses the working button 17 to open the electromagnetic valve for air inlet, so that the electromagnetic valve is continuously electrified and is in an open state after the water inlet siphon electromagnetic valve is destroyed to be electrified by means of self protection of a relay; in addition, the electromagnetic valve is also provided with a stop button 17 which is operated by the floating ball 16, when the water level in the pool drops below the floating ball 16 when the back washing is formally formed, the self weight of the floating ball 16 presses the stop button 17 of the electromagnetic valve, so that the electromagnetic valve is powered off and closed.

(1) Form by rinsing

When the filtering water head reaches the value of the washing water head, the water level in the tank rises, the floating barrel 1 floats upwards, the support rod 2 on the floating barrel 1 rises along with the water level, and the electromagnetic valve trigger button 3 is pushed open. The normally closed electromagnetic valve 5 is operated through the electromagnetic valve electric wire 4 to intake air, the water inlet siphon 6 stops operating due to the intake air, and the filter tank stops water intake. The water level in the filter tank is continuously reduced when the water level in the filter tank is reduced to 4.30m from 4.90m of the normal water level, the air inlet head 7 fixed on the support rod 2 is inserted into the timing barrel 8 originally submerged in the water, the timing barrel 8 is exposed at the moment, and the barrel is filled with water. At this time, the air inlet head 7 of the air suction diversion siphon pipe 9 is inserted into the water of the timing tube 8, so that the air suction diversion siphon pipe 9 forms siphon due to the air suction effect of the water inlet auxiliary siphon pipe 10 through the first air suction pipe 11, and water enters the water outlet bucket 12. Thereby ensuring that the auxiliary drainage siphon 13 connected with the water outlet hopper 12 can continuously discharge water. At this time, the auxiliary siphon 13 continuously pumps air in the siphon 15 through the second air suction pipe 14 to form siphon discharge and backwash.

(2) Stop of flushing

When the drainage siphon 15 works to form siphon drainage, the water level in the pool drops rapidly, when the pool drops to 2.40 elevation, the floating ball 16 under water is controlled to be exposed out of the water surface, and the floating ball drops due to loss of buoyancy, so that the electromagnetic valve stops being electrified and is closed by pressing the electromagnetic valve stop working button 17 through the stay wire, the working principle of the electromagnetic valve is shown in figure 4, air cannot enter, the water inlet siphon 6 resumes working after about 6 minutes of air suction of the water inlet siphon 6, and the filter pool starts to feed water.

In the process of the water level descending in the pool, the adjusting time valve 18 arranged on the timing cylinder 8 drains water continuously, the water level in the pool is reduced continuously, when the pool is descended to the water depth of only 2 cm, the air suction water diversion siphon 9 in the pool enters air from the air inlet 7, so that the siphon of the air suction water diversion siphon 9 is broken, after the residual water in the water outlet bucket 12 flows out, the air enters the drainage siphon 15 through the drainage auxiliary siphon 13 and the second air suction pipe 14 in sequence to cause the siphon to be broken, and the back flushing is stopped. The back flushing time is controlled at 6 minutes, and can be synchronous with the forming process of the water inlet siphon 6.

Forced flushing system

The principle of the forced flushing system is basically the same as that of the hydraulic automatic flushing system, and only the forced flushing valve 19 is turned off to enable the air suction and water diversion siphon 9 to work; when the flushing is stopped, the forced flushing valve 19 is opened, or the water and air inlet destructive valve 20 is opened to destroy the flushing directly, and the forced flushing valve 19 can be operated remotely by changing into an electromagnetic valve.

The invention has the beneficial effects that:

reduce the water to be filtered loss and save the quantity of backwashing water

(1) The original drainage auxiliary siphon pipe does not exist after being modified in the process from the beginning of water flowing to the complete submergence, and the water quantity can be saved by about 10m²(ii) a (2) The time from the beginning of the primary drainage auxiliary siphon pipe submerging to the beginning of the drainage siphon pipe flowing water is 27 minutes, and the water is required W₂＝14M³After the transformation, the water is only required to flow for 11 minutes from the full flow of the drainage auxiliary siphon pipe to the water flow of the drainage siphon pipe, and the water consumption is 6m³The process saves water by 8m³(ii) a (3) In the original system, the time for the drainage siphon pipe to start flowing water at 180-degree elbow until the siphon is completely formed is 8 minutes, and the water consumption is 20m³The process only needs 4 minutes after the transformation, and saves half of water, which is 10m³(ii) a (4) In the original system, at the initial stage of washing, the water level in the tank is 1.8M higher than that of a clear water channel to be filtered₄＝40M³The water is completely drained off, and after the water is reformed, the water level of the water can be used for filtering water with the height of 0.8M, and the water to be filtered can be saved by 4 multiplied by 5.5 multiplied by 0.8-17M³。

From the above analysis, the water to be filtered, which is the total saving of the precipitation water in each washing cycle, is 10+8+10+17 to 45m³If, ifThe water supply is short, and the saved water to be filtered is completely converted into finished tap water, so that greater benefit can be generated. In fact, the siphon filtration cycle is difficult to achieve once a day and night, so this saving figure is even greater.

Secondly, the construction cost is slightly reduced

After accounting, the investment increased by adding the air pumping water diversion siphon system is compared with the cost reduced by canceling the original forced back washing system, the construction cost is reduced, and the method is particularly obvious for newly built filter tanks.

Convenient production management and easy realization of automatic control

The improved automatic control system for siphon filter chamber has independent and closely connected single compartments, and this makes it easy to realize remote automatic control, avoid simultaneous back flushing of several compartments and avoid continuous back flushing.

The above-described embodiments of the present invention are not intended to limit the scope of the present invention, and the embodiments of the present invention are not limited thereto, and various other modifications, substitutions and alterations can be made to the above-described structure of the present invention without departing from the basic technical concept of the present invention as described above, according to the common technical knowledge and conventional means in the field of the present invention.