CN113551717A - Monitoring method and device for intelligently monitoring intercepting well - Google Patents
Monitoring method and device for intelligently monitoring intercepting well Download PDFInfo
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- G01F—MEASURING VOLUME, VOLUME FLOW, MASS FLOW OR LIQUID LEVEL; METERING BY VOLUME
- G01F1/00—Measuring the volume flow or mass flow of fluid or fluent solid material wherein the fluid passes through a meter in a continuous flow
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Abstract
The invention discloses a monitoring method and a device for intelligently monitoring an intercepting well, wherein the method comprises the following steps: acquiring the current water flow of the intercepting well to be monitored and acquiring the rainfall forecast of the area where the intercepting well to be monitored is located; calculating a flow change value within a preset time according to the current water flow and the rainfall precalculation; and controlling the intercepting well to be monitored to carry out sewage diversion treatment based on the flow change value. The invention can monitor the surrounding environment condition of the intercepting well and the water flow condition in the intercepting well in real time, and determine the flow change of the intercepting well according to the two real-time monitoring conditions, thereby carrying out the pollution discharge control of the intercepting well according to the flow change of the intercepting well, keeping the smooth of a pollution discharge pipeline and reducing the risk of the pollution of a river channel by sundries.
Description
Technical Field
The invention relates to the technical field of wastewater treatment, in particular to a monitoring method and a monitoring device for intelligently monitoring an intercepting well.
Background
The intercepting well is used for collecting some contaminated inspection wells into one well, and the well is communicated to a sewage treatment plant for sewage treatment.
At present, when the commonly used intercepting well is used in a sunny day, partial sewage in the pipeline flows to the sewage pipeline through the intercepting well, and zero direct discharge of the sewage is achieved in the sunny day. During rain, the initial ground rainwater is dirty, and if the rainwater enters a river channel, the water quality of the river channel is polluted. The rainfall is judged by a rain gauge, and the dirty initial rainwater enters the sewage pipe. During the middle and later periods of rain fall, rainwater is relatively clean, and the rainwater is directly discharged into a river channel through a sewage intercepting well, so that the load of the rainwater on a sewage network is reduced, and the normal operation of the sewage network is ensured.
However, in the current intercepting well, the water flow is monitored and managed through a current limiter in the well to determine the rainfall, and the pollution discharge treatment is carried out according to the rainfall. However, the current limiter is prone to failure and inaccurate in detection, pollution is caused in rivers of the sewage discharge device due to false triggering, and due to the fact that the intercepting well layers are connected, if sudden rainstorm occurs in a downstream area, sewage discharge and diversion treatment cannot be conducted timely, more sewage is caused to be conducted on the river channels, and the pollution risk is increased.
Disclosure of Invention
The invention provides a monitoring method and a monitoring device for intelligently monitoring an intercepting well, wherein the method can monitor the surrounding environment condition of the intercepting well and the water flow condition in the intercepting well in real time, and carry out pollution discharge control on the intercepting well according to the two real-time monitoring conditions so as to reduce the risk of river pollution.
A first aspect of an embodiment of the present invention provides a monitoring method for intelligently monitoring an intercepting well, where the method includes:
acquiring the current water flow of the intercepting well to be monitored and acquiring the rainfall forecast of the area where the intercepting well to be monitored is located;
calculating a flow change value within a preset time according to the current water flow and the rainfall precalculation;
and controlling the intercepting well to be monitored to carry out sewage diversion treatment based on the flow change value.
In a possible implementation manner of the first aspect, the acquiring a rainfall forecast of an area where an intercepting well to be monitored is located includes:
determining a positioning coordinate of the intercepting well to be monitored;
determining a positioning area by taking the positioning coordinates as a center;
acquiring a satellite image of the positioning area;
a rainfall forecast is calculated over a unit of time based on the satellite images.
In a possible implementation manner of the first aspect, the calculating a flow variation value within a preset time period according to the current water flow and the rainfall prediction amount includes:
determining rainfall duration based on the satellite image, wherein the rainfall duration is taken as preset duration;
dividing the preset time into a plurality of unit rainfall time;
and substituting the rainfall forecast and the unit rainfall durations into a preset total amount calculation formula to obtain a flow change value.
In a possible implementation manner of the first aspect, the preset total amount calculation formula is as follows:
wherein S isnAs a value of flow variation, a1For rainfall forecast, q is the unit rainfall duration, and n is the number of the unit rainfall duration.
In a possible implementation manner of the first aspect, the controlling the intercepting well to be monitored to perform sewage diversion treatment based on the flow variation value includes:
when the flow variation value is larger than a first preset value, respectively controlling a plurality of downflow intercepting wells positioned at the downstream of the intercepting well to be monitored to open a sewage discharge outlet for sewage diversion, wherein the first preset value is larger than 0;
and when the flow variation value is larger than 0 and smaller than a first preset value, controlling the intercepting well to be monitored to open a sewage discharge outlet to carry out sewage diversion.
A second aspect of an embodiment of the present invention provides a monitoring apparatus for intelligently monitoring an intercepting well, the apparatus including:
the system comprises an acquisition module, a monitoring module and a monitoring module, wherein the acquisition module is used for acquiring the current water flow of an intercepting well to be monitored and acquiring the rainfall forecast of the area where the intercepting well to be monitored is located;
the calculation module is used for calculating a flow change value in a preset time length according to the current water flow and the rainfall prediction amount;
and the control module is used for controlling the intercepting well to be monitored to carry out sewage diversion treatment based on the flow change value.
In a possible implementation manner of the second aspect, the obtaining module is further configured to:
determining a positioning coordinate of the intercepting well to be monitored;
determining a positioning area by taking the positioning coordinates as a center;
acquiring a satellite image of the positioning area;
a rainfall forecast is calculated over a unit of time based on the satellite images.
In a possible implementation manner of the second aspect, the calculation module is further configured to:
determining rainfall duration based on the satellite image, wherein the rainfall duration is taken as preset duration;
dividing the preset time into a plurality of unit rainfall time;
and substituting the rainfall forecast and the unit rainfall durations into a preset total amount calculation formula to obtain a flow change value.
Compared with the prior art, the monitoring method and the monitoring device for the intelligent monitoring intercepting well have the advantages that: the invention can monitor the surrounding environment condition of the intercepting well and the water flow condition in the intercepting well in real time, and determine the flow change of the intercepting well according to the two real-time monitoring conditions, thereby carrying out the pollution discharge control of the intercepting well according to the flow change of the intercepting well, keeping the smooth of a pollution discharge pipeline and reducing the risk of the pollution of a river channel by sundries.
Drawings
Fig. 1 is a schematic flow chart of a monitoring method for intelligently monitoring an intercepting well according to an embodiment of the present invention;
fig. 2 is a schematic structural diagram of a monitoring device for intelligently monitoring an intercepting well according to an embodiment of the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The existing common intercepting well monitors and manages the water flow through a current limiter in the well to determine the rainfall, and carries out pollution discharge treatment according to the rainfall. However, the current limiter is prone to failure and inaccurate in detection, pollution is caused in rivers of the sewage discharge device due to false triggering, and due to the fact that the intercepting well layers are connected, if sudden rainstorm occurs in a downstream area, sewage discharge and diversion treatment cannot be conducted timely, more sewage is caused to be conducted on the river channels, and the pollution risk is increased.
In order to solve the above problem, a monitoring method for intelligently monitoring an intercepting well according to embodiments of the present application will be described and explained in detail with reference to the following specific embodiments.
Referring to fig. 1, a flow chart of a monitoring method for intelligently monitoring an intercepting well according to an embodiment of the present invention is shown.
The monitoring method for the intelligent monitoring intercepting well can comprise the following steps:
and S11, acquiring the current water flow of the intercepting well to be monitored, and acquiring the rainfall forecast of the area where the intercepting well to be monitored is located.
In this embodiment, a corresponding camera, monitoring equipment or a water meter and the like can be additionally arranged in the intercepting well, and the method can be used for detecting and monitoring the current water flow of the intercepting well. The rainfall forecast amount can be calculated according to the surrounding environment, cloud layer changes or weather information.
In actual operation, if the current water flow of the intercepting well and the rainfall forecast amount of the area where the intercepting well is located are monitored all the time, energy consumption and resource waste are increased, and accumulated water in the intercepting well is small in a clear day and does not need to be monitored. In order to reduce the capacity, in a preferred embodiment, the current water flow of the intercepting well and the rainfall forecast amount of the area in which the intercepting well is located can be triggered and obtained when the rainfall occurs or the accumulated water volume in the intercepting well reaches a volume value preset by a user.
In an alternative embodiment, in order to improve the accuracy of calculating the rainfall forecast, the step S11 may include the following sub-steps:
and a substep S111 of determining the positioning coordinates of the intercepting well to be monitored.
Specifically, a camera or monitoring equipment additionally arranged in the intercepting well to be monitored can be provided with a GPS positioning component, and positioning coordinates of the intercepting well can be acquired through the GPS positioning component.
And a substep S112 of determining a positioning area with the positioning coordinates as a center.
In a specific implementation, a positioning area may be divided according to a preset radius by taking the positioning coordinate as a center. For example, a positioning area may be divided by a radius distance of 1 km, 5 km, or 10 km, and then by a radius of 5 km with the positioning coordinates as the center.
And a substep S113 of acquiring a satellite image of the positioning area.
After the positioning area of the intercepting well is determined, real-time satellite images of the positioning area can be acquired so as to monitor real-time weather environment information of the intercepting well.
And a substep S114 of calculating a rainfall forecast in a unit time based on the satellite image.
Using the satellite images, a rainfall forecast can be calculated for a unit of time, which may be 1 hour, 1 minute, or 1 day. The method can be specifically adjusted according to actual needs, and can properly reduce unit time if the accuracy of subsequent processing needs to be improved.
In actual operation, the cloud cover area, the cloud thickness, the wind power and the wind direction can be obtained from the satellite image, and then the rainfall forecast amount is calculated based on the cloud cover area, the cloud thickness, the wind power and the wind direction.
In order to further improve the accuracy of the calculation, the satellite image can be sent to a public server of the astronomical phenomena platform, and the rainfall forecast amount can be calculated through the public server.
And S12, calculating the flow change value in the preset time according to the current water flow and the rainfall prediction amount.
In this embodiment, the flow rate variation value is a variation value of a water accumulation capacity in the intercepting well.
Because the vatch basin probably is according to in the urban area, and each sewage pipes in the urban area can be discharged the rainwater away, avoids urban road ponding to block up, and probably there is debris in each pipeline, leads to the rainwater can't be discharged and let the rainwater communicate debris on the street together to rush into the vatch basin for ponding capacity in the vatch basin changes.
The change of the accumulated water in the intercepting well can be determined by calculating the change value of the accumulated water volume, so that whether sundries and sewage are required to be distributed to the intercepting well can be predicted in advance according to the change of the accumulated water, a user can conveniently perform subsequent operation, and the risk of river pollution can be reduced.
In an alternative embodiment, in order to improve the accuracy and the adaptability of the calculated flow rate variation value, the step S12 may include the following sub-steps:
and a substep S121 of determining the rainfall time based on the satellite image, wherein the rainfall time is a preset time.
Specifically, the rainfall duration can also be calculated according to the cloud cover area, the cloud thickness, the wind power and the wind direction. Then, the rainfall time is taken as a preset time length, and then the flow change value is calculated.
In actual operation, when the rain does not fall, part of rainwater can still flow into the intercepting well, so that the accumulated water capacity of the intercepting well changes. In an alternative embodiment, the time period set by the user may be added to the rainfall time period as the preset time period, for example, the calculated rainfall time period is 40 minutes, the time period set by the user is 20 minutes, and the sum of the 40 minutes and the 20 minutes may be 60 minutes, where 60 minutes is the preset time period.
And a substep S122 of dividing the preset time into a plurality of unit rainfall time lengths.
After the preset duration is obtained, the preset duration can be divided into a plurality of unit rainfall durations, and the specific division number can be adjusted according to actual needs.
In an alternative embodiment, the number of partitions may be determined according to a preset time duration, for example, the preset time duration is 0-30 minutes, and the number of partitions is 3; the preset time is 30-60 minutes, and the division number is 5; the preset time is 60-180 minutes, and the division number is 10. In an alternative embodiment, the number of divisions may also be determined based on an expected amount of rainfall. For example, the rainfall is expected to be 0-3 mm, with a division number of 3; the rainfall is measured to be 3-5 mm in advance, and the division quantity is 5; the rainfall is 5-10 mm in amount and the division number is 10.
And a substep S123 of substituting the rainfall precalculation and the unit rainfall durations into a preset total amount calculation formula to obtain a flow change value.
Since the rainfall forecast is the rainfall forecast in unit time and the rainfall duration is the rainfall duration in unit time, the rainfall forecast and the unit rainfall duration can be substituted into a preset calculation formula to calculate the flow change value. The preset calculation formula can be adjusted according to actual needs.
In one alternative embodiment, the predetermined total amount calculation formula is as follows:
wherein S isnAs a value of flow variation, a1For rainfall forecast, q is the unit rainfall duration, and n is the number of the unit rainfall duration.
In the rainfall process, rainwater can flush the received garbage into the intercepting well, so that the intercepting well contains various impurities and garbage besides rainwater, sewage or waste water, the capacity of the intercepting well can be increased in a geometric progression, and therefore, the longer the preset time is, the more the rainfall time in unit time is, and the total capacity of the intercepting well can be rapidly increased. By adopting the calculation formula, the total variable capacity of the intercepting well can be calculated more quickly and accurately, and the total variable capacity of the intercepting well is taken as a flow variation value.
In another alternative embodiment, the rainfall forecast and the unit rainfall duration may be substituted into a preset algorithm model for calculation, wherein the preset algorithm model may be an LR algorithm model, an ARIMA algorithm model, a GM (1,1) algorithm model, an artificial neural network (e.g., BPNN, ESN), SVR, SRN, LSTM, CW-RNN, deep learning or random forest, etc.
And S13, controlling the intercepting well to be monitored to carry out sewage diversion treatment based on the flow change value.
The sewage diversion treatment can be classified diversion treatment of sundries and water of the intercepting well, and the sundries and the sewage in the intercepting well can be separated as soon as possible so as to avoid blockage of the intercepting well, ensure subsequent pipelines to be kept smooth and avoid garbage and sundries from being discharged into rivers to pollute the rivers.
In order to more reasonably perform sewage diversion, in one embodiment, the step S13 may include the following sub-steps:
and a substep S131 of respectively controlling a plurality of downstream intercepting wells positioned at the downstream of the intercepting well to be monitored to open sewage outlets for sewage diversion when the flow change value is greater than a first preset value, wherein the first preset value is greater than 0.
When the flow variation value is larger than the first preset value, the large capacity variation of the intercepting well can be determined, the intercepting well needs to be shunted in time, the downstream intercepting well at the downstream of the intercepting well to be monitored can be controlled to open the sewage discharge port to shunt sewage, the intercepting well at the downstream is controlled in advance to shunt sewage, under the condition that the downstream is kept unblocked to dredge rainwater, sundries are removed in time at the downstream, and the sundries are prevented from entering the river channel.
And a substep S132 of controlling the intercepting well to be monitored to open a sewage outlet for sewage diversion when the flow change value is greater than 0 and smaller than a first preset value.
When the flow variation value is larger than 0 and smaller than the first preset value, the capacity variation of the intercepting well to be monitored is small, the sewage can be shunted by controlling the intercepting well to be monitored to open the sewage discharge port, and the shunting of sundries and sewage can be realized.
In this embodiment, the embodiment of the present invention provides a monitoring method for intelligently monitoring an intercepting well, which has the following beneficial effects: the invention can monitor the surrounding environment condition of the intercepting well and the water flow condition in the intercepting well in real time, and determine the flow change of the intercepting well according to the two real-time monitoring conditions, thereby carrying out the pollution discharge control of the intercepting well according to the flow change of the intercepting well, keeping the smooth of a pollution discharge pipeline and reducing the risk of the pollution of a river channel by sundries.
The embodiment of the invention also provides a monitoring device for intelligently monitoring the intercepting well, and a structural schematic diagram of the monitoring device for intelligently monitoring the intercepting well provided by the embodiment of the invention is shown in fig. 2.
Wherein, as an example, the monitoring device for intelligently monitoring the intercepting well may include:
the acquiring module 201 is used for acquiring the current water flow of the intercepting well to be monitored and acquiring the rainfall forecast of the area where the intercepting well to be monitored is located;
the calculation module 202 is configured to calculate a flow change value within a preset time according to the current water flow and the rainfall prediction amount;
and the control module 203 is used for controlling the intercepting well to be monitored to carry out sewage diversion treatment based on the flow change value.
Further, the obtaining module is further configured to:
determining a positioning coordinate of the intercepting well to be monitored;
determining a positioning area by taking the positioning coordinates as a center;
acquiring a satellite image of the positioning area;
a rainfall forecast is calculated over a unit of time based on the satellite images.
Further, the calculation module is further configured to:
determining rainfall duration based on the satellite image, wherein the rainfall duration is taken as preset duration;
dividing the preset time into a plurality of unit rainfall time;
and substituting the rainfall forecast and the unit rainfall durations into a preset total amount calculation formula to obtain a flow change value.
Further, the preset total amount calculation formula is as follows:
wherein S isnAs a value of flow variation, a1For rainfall forecast, q is the unit rainfall duration, and n is the number of the unit rainfall duration.
Further, the control module is further configured to:
when the flow variation value is larger than a first preset value, respectively controlling a plurality of downflow intercepting wells positioned at the downstream of the intercepting well to be monitored to open a sewage discharge outlet for sewage diversion, wherein the first preset value is larger than 0;
when the flow variation value is larger than 0 and smaller than a first preset value, controlling the intercepting well to be monitored to open a sewage outlet for sewage diversion
Further, an embodiment of the present application further provides an electronic device, including: the system comprises a memory, a processor and a computer program stored on the memory and capable of running on the processor, wherein the processor executes the program to realize the monitoring method for the intelligent monitoring intercepting well according to the embodiment.
Further, the present application also provides a computer-readable storage medium storing computer-executable instructions for causing a computer to perform the monitoring method for intelligently monitoring an intercepting well according to the above embodiment.
While the foregoing is directed to the preferred embodiment of the present invention, it will be understood by those skilled in the art that various changes and modifications may be made without departing from the spirit and scope of the invention.
Claims (10)
1. A monitoring method for intelligently monitoring an intercepting well, the method comprising:
acquiring the current water flow of the intercepting well to be monitored and acquiring the rainfall forecast of the area where the intercepting well to be monitored is located;
calculating a flow change value within a preset time according to the current water flow and the rainfall precalculation;
and controlling the intercepting well to be monitored to carry out sewage diversion treatment based on the flow change value.
2. The monitoring method for intelligently monitoring the intercepting well according to claim 1, wherein the acquiring of the rainfall forecast of the area where the intercepting well to be monitored is located comprises:
determining a positioning coordinate of the intercepting well to be monitored;
determining a positioning area by taking the positioning coordinates as a center;
acquiring a satellite image of the positioning area;
a rainfall forecast is calculated over a unit of time based on the satellite images.
3. The monitoring method of an intelligent monitoring intercepting well according to claim 2, wherein the calculating of the flow rate change value within a preset time period according to the current water flow rate and the rainfall prediction amount comprises:
determining rainfall duration based on the satellite image, wherein the rainfall duration is taken as preset duration;
dividing the preset time into a plurality of unit rainfall time;
and substituting the rainfall forecast and the unit rainfall durations into a preset total amount calculation formula to obtain a flow change value.
4. The monitoring method of an intelligent monitoring intercepting well according to claim 3, wherein the preset total amount calculation formula is as follows:
wherein S isnAs a value of flow variation, a1For rainfall forecast, q is the unit rainfall duration, and n is the number of the unit rainfall duration.
5. The monitoring method of the intelligent monitoring intercepting well according to claim 1, wherein the controlling of the intercepting well to be monitored for sewage diversion treatment based on the flow variation value comprises:
when the flow variation value is larger than a first preset value, respectively controlling a plurality of downflow intercepting wells positioned at the downstream of the intercepting well to be monitored to open a sewage discharge outlet for sewage diversion, wherein the first preset value is larger than 0;
and when the flow variation value is larger than 0 and smaller than a first preset value, controlling the intercepting well to be monitored to open a sewage discharge outlet to carry out sewage diversion.
6. A monitoring device for intelligently monitoring an intercepting well, the device comprising:
the system comprises an acquisition module, a monitoring module and a monitoring module, wherein the acquisition module is used for acquiring the current water flow of an intercepting well to be monitored and acquiring the rainfall forecast of the area where the intercepting well to be monitored is located;
the calculation module is used for calculating a flow change value in a preset time length according to the current water flow and the rainfall prediction amount;
and the control module is used for controlling the intercepting well to be monitored to carry out sewage diversion treatment based on the flow change value.
7. The monitoring device of an intelligent monitoring intercepting well according to claim 6, wherein the obtaining module is further configured to:
determining a positioning coordinate of the intercepting well to be monitored;
determining a positioning area by taking the positioning coordinates as a center;
acquiring a satellite image of the positioning area;
a rainfall forecast is calculated over a unit of time based on the satellite images.
8. The monitoring device of an intelligent monitoring intercepting well according to claim 7, wherein the computing module is further configured to:
determining rainfall duration based on the satellite image, wherein the rainfall duration is taken as preset duration;
dividing the preset time into a plurality of unit rainfall time;
and substituting the rainfall forecast and the unit rainfall durations into a preset total amount calculation formula to obtain a flow change value.
9. An electronic device, comprising: memory, processor and computer program stored on the memory and executable on the processor, characterized in that the processor, when executing the program, implements the monitoring method of an intelligent monitoring vatch well according to any one of claims 1 to 5.
10. A computer-readable storage medium storing computer-executable instructions for causing a computer to perform the monitoring method of an intelligent monitoring vatch well according to any one of claims 1 to 5.
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20110032355A (en) * | 2009-09-22 | 2011-03-30 | 한국건설기술연구원 | Processing system for reducing runoff pollution loads and processing method thereof |
| CN103850327A (en) * | 2014-02-21 | 2014-06-11 | 武汉圣禹排水系统有限公司 | Combined system pipe network intercepting well system and control method thereof |
| CN110158750A (en) * | 2019-05-22 | 2019-08-23 | 中国电建集团华东勘测设计研究院有限公司 | Dual-control intelligent Vatch basin |
| CN110704994A (en) * | 2019-09-19 | 2020-01-17 | 清华大学深圳国际研究生院 | Method for constructing effective shutoff rate calculation model of rainwater shutoff pipe network |
| CN211690645U (en) * | 2019-12-25 | 2020-10-16 | 泰州晟禾水处理设备制造有限公司 | Wisdom vatch basin |
-
2021
- 2021-06-10 CN CN202110648896.4A patent/CN113551717B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20110032355A (en) * | 2009-09-22 | 2011-03-30 | 한국건설기술연구원 | Processing system for reducing runoff pollution loads and processing method thereof |
| CN103850327A (en) * | 2014-02-21 | 2014-06-11 | 武汉圣禹排水系统有限公司 | Combined system pipe network intercepting well system and control method thereof |
| CN110158750A (en) * | 2019-05-22 | 2019-08-23 | 中国电建集团华东勘测设计研究院有限公司 | Dual-control intelligent Vatch basin |
| CN110704994A (en) * | 2019-09-19 | 2020-01-17 | 清华大学深圳国际研究生院 | Method for constructing effective shutoff rate calculation model of rainwater shutoff pipe network |
| CN211690645U (en) * | 2019-12-25 | 2020-10-16 | 泰州晟禾水处理设备制造有限公司 | Wisdom vatch basin |
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| CN113551717B (en) | 2023-07-25 |
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