KR20170030878A - Sludge height measuring apparatus and monitoring system of sewer pipe using stress measuring method - Google Patents
Sludge height measuring apparatus and monitoring system of sewer pipe using stress measuring method Download PDFInfo
- Publication number
- KR20170030878A KR20170030878A KR1020150128340A KR20150128340A KR20170030878A KR 20170030878 A KR20170030878 A KR 20170030878A KR 1020150128340 A KR1020150128340 A KR 1020150128340A KR 20150128340 A KR20150128340 A KR 20150128340A KR 20170030878 A KR20170030878 A KR 20170030878A
- Authority
- KR
- South Korea
- Prior art keywords
- sediment
- unit
- shaft portion
- stress
- shaft
- Prior art date
Links
Images
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B21/00—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F7/00—Other installations or implements for operating sewer systems, e.g. for preventing or indicating stoppage; Emptying cesspools
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01F—MEASURING VOLUME, VOLUME FLOW, MASS FLOW OR LIQUID LEVEL; METERING BY VOLUME
- G01F23/00—Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm
- G01F23/30—Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm by floats
- G01F23/64—Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm by floats of the free float type without mechanical transmission elements
- G01F23/72—Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm by floats of the free float type without mechanical transmission elements using magnetically actuated indicating means
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01F—MEASURING VOLUME, VOLUME FLOW, MASS FLOW OR LIQUID LEVEL; METERING BY VOLUME
- G01F23/00—Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm
- G01F23/30—Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm by floats
- G01F23/64—Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm by floats of the free float type without mechanical transmission elements
- G01F23/72—Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm by floats of the free float type without mechanical transmission elements using magnetically actuated indicating means
- G01F23/74—Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm by floats of the free float type without mechanical transmission elements using magnetically actuated indicating means for sensing changes in level only at discrete points
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01L—MEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
- G01L5/00—Apparatus for, or methods of, measuring force, work, mechanical power, or torque, specially adapted for specific purposes
- G01L5/0028—Force sensors associated with force applying means
- G01L5/0042—Force sensors associated with force applying means applying a torque
-
- G—PHYSICS
- G08—SIGNALLING
- G08B—SIGNALLING OR CALLING SYSTEMS; ORDER TELEGRAPHS; ALARM SYSTEMS
- G08B21/00—Alarms responsive to a single specified undesired or abnormal condition and not otherwise provided for
- G08B21/18—Status alarms
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F2201/00—Details, devices or methods not otherwise provided for
- E03F2201/40—Means for indicating blockage in sewer systems
Landscapes
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Fluid Mechanics (AREA)
- Hydrology & Water Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Health & Medical Sciences (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Analytical Chemistry (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Sewage (AREA)
Abstract
Description
The present invention relates to measurement of sediment in a sewer pipe, and more particularly, to a sewage pipe sediment sensor and a monitoring system of a stress measuring method capable of accurately measuring sediment accumulated in a sewer pipe in real time.
In recent years, urban flood damage has been continuing due to frequent rainfall caused by rainy weather and localized rainfall. Especially, due to changes in rainfall patterns due to climate change, the frequency of rainfall itself is decreasing, but the intensity of rainfall is increasing, and the flood damage tends to be intensified.
In the past, if flood damage from external sources such as river floods or bank collapses was the main cause, domestic flood damage has increased recently. It is understood that the damage caused by inundation mainly occurs when the allowable flow rate of the sewage can be exceeded or exceeded the exclusion capacity of the pumping station.
The reason for the increase in domestic flooding damage is that the development of urbanization has increased the number of impervious floors, and the flooding of the surface has been increased due to the infiltration of rainwater through the road. In the case of Seoul, the impervious rate in the 1960s was 7.8%, but in the 2000s it increased by more than 40% to 47%, and the surface runoff increased by more than 500%. It is now known that this imbalance rate is further increased. For this reason, even in the case of the same rainfall, inundation damage has occurred recently in the condition that the flooding does not occur.
The damage caused by internal water flooding is mainly caused by the reverse flow of the sewer pipe, and it is known that the increase of the sediment in the sewer pipe is the main cause except the cause of lack of drainage capacity.
However, as far as water quality management and improvement policy of the public waters have been concerned, we have focused mainly on the expansion of the sewerage infrastructure, and we did not pay much attention to the monitoring of sediment.
In recent years, there have been attempts to monitor and respond to environmental conditions by monitoring the sewerage comprehensively. However, the system has been installed and operated only in a specific area so as to measure only the flow rate in the pipeline using the flow rate and water level measurement system.
These influent flow and velocity measurements are fundamentally not a fundamental solution to domestic flood damage and are merely a function of monitoring and collecting data that can be taken afterwards.
According to the Ministry of Environment 's Guidelines for Operation and Management of Public Sewerage Facilities (revised on February 23, 2014),' Cleaning and dredging of sewer pipes should be carried out at least once a year. However, Or whether to conduct periodic cleaning. However, regular intervals and annual dredging plans should be established for areas designated as concentrated rainfalls centered management area and completed before the rainy season. "
Actually, to cope with preliminary and active response to the sediment of the sewer, it is required to install the equipment that can monitor the condition of the sediment in the vessel in real time but accurately measure it. However, in reality, there is no equipment that can accurately and efficiently monitor the sewage system with variable flow rate and flow rate.
Registration Utility Model No. 20-0262125 discloses a prior art sludge vertical sludge water column, and Fig. 1 is a perspective view thereof.
The sludge vertical sludge water system consists of a main body 1 and an opening and closing means 2. Upper and lower portions of the main body 1 are opened so that wastewater or sludge can be received into the main body without resistance of air And a transparent circular tube which can be seen through the inside so that the pollution degree of the sewage can be visually confirmed.
The scale (2) is displayed on the outer periphery of the main body to measure the depth of the sludge according to the depth of water, and turbidity, chroma, brightness, BOD, COD and the like can be measured.
However, the method of measuring these sediments is one-time and inconvenient for human to collect them directly, and it is difficult to apply to the measurement of sediments in each part of the sewer pipe which is buried in the ground.
In particular, it is practically impossible to accurately grasp the relative relationship between the flow rate and the sediment in the sewer pipe whose flow rate is continuously changed in the conventional method.
SUMMARY OF THE INVENTION The present invention has been made to solve the above problems and it is an object of the present invention to provide a sewage treatment facility that can be installed easily at each location of a sewer pipe and accurately measure and monitor sewage flow rate and sediment deposit in real time, The present invention is directed to a sewage pipe sediment sensor and monitoring system.
The present invention includes a
The driving portion can rotate the shaft portion at a uniform angular velocity and torque. Therefore, it is possible to efficiently detect the change in the stress with respect to the non-flowable precipitate.
The plate portion is preferably protruded in the outer circumferential direction of the shaft portion, and is coupled to be inclined with respect to the shaft portion.
In one embodiment, the plate portion may be a helical plate portion formed in a spiral shape on the outer peripheral surface of the shaft portion.
In another embodiment, the plate portion may be a thin plate strike portion arranged to be inclined from the outer circumferential surface of the shaft portion and arranged at regular intervals in the height direction.
According to a further aspect of the present invention, there is further provided a floating
The float has a
The present invention is characterized by comprising a control and communication unit (500) having a sediment sensor of the sewage pipe, for signal processing and transmitting measurement information of the level and the distance from each of the sediment sensors, and receiving each of the sediment sensor measurement information, And a server unit (300) for monitoring the state of the sediment with respect to the sediment.
The server unit includes a
The sewage pipe sediment sensor of the stress measuring method of the present invention functions to accurately measure the amount of sediment in each part disposed in a predetermined area and can perform real-time measurement without disposing each point of the workforce, There is a possible effect.
In addition, since the height of the sediment can be measured through the stress measurement according to the deformation of the plate portion, the structure having a simple structure can be applied and a measurement method optimized for the sewer pipe can be applied.
Meanwhile, when a sediment sensor is installed at each site according to the sediment monitoring system of the present invention, and measurement information is collected and managed through a predetermined network, information on a sewer pipe is provided to a relevant area, It is possible to prevent flooding damage from various causes such as overflow.
In addition, since the sediment monitoring system of the present invention is configured as a control network, it is possible to perform comprehensive mapping on a predetermined area range, to detect problems in real time, to identify areas where dredging is requested, It is possible to contribute to the improvement of the economical efficiency.
1 is a perspective view of a prior art sludge vertical sludge water system.
2 is a schematic view of a sewage pipe sediment sensor of a stress measurement system according to the concept of the present invention.
3 is a front view of the precipitate sensor according to the first embodiment of the present invention.
4 is a front view of a sediment sensor according to a second embodiment of the present invention.
FIG. 5 is a schematic diagram of a sewerage sediment sensor of a stress measurement scheme according to a further concept of the present invention. FIG.
6 is a view for explaining an embodiment of a shaft portion and a float in the precipitate sensor of the present invention.
7 is a block diagram of the monitoring system of the precipitate of the present invention.
FIG. 8 is a diagram for explaining the server unit of FIG. 7. FIG.
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, a sewage pipe sediment sensor according to a preferred embodiment of the present invention and a monitoring system for sediments using the same will be described in detail with reference to the accompanying drawings.
The embodiments described below are merely intended to explain the invention in a manner that allows a person skilled in the art to easily carry out the invention, and thus the scope of protection of the present invention is limited Do not.
Throughout the specification and claims, when a section includes a constituent, it is intended that the inclusion of the other constituent (s) does not exclude other elements unless specifically stated otherwise.
The present invention basically comprises a shaft portion vertically disposed in a sewer pipe, a driving portion rotatingly driving the shaft portion, and a deformation of stress caused by flow resistance or self weight of the material attached to the outer circumference of the shaft portion, And a measurement unit for measuring the temperature.
In the examples shown in the drawings, a sewage pipe having a substantially circular cross section and a uniform shape in the longitudinal direction is described. The shape of the sewage pipe and the ratio of the sewage pipe to the sediment sensor can be variously selected, and sewage or sediment Is not limited to these.
2 is a schematic view of a sewage pipe sediment sensor of a stress measurement system according to the concept of the present invention.
In the past, the method of measuring the sediment by inserting a wick in the way of measuring a certain sediment, or measuring the distance through a time difference of an optical path was mainly used. However, such a measuring method measures the sediment of a sewer pipe buried in the ground And it is particularly difficult to apply to sewage in a turbid state as described above.
The present invention focuses on the difference in the specific gravity between the sewage (102) and the sediment, and by detecting the boundary by a mechanical method as a strain due to the stress, it is detected as an electrical signal, thereby suggesting an optimum method for measuring the sediment do.
The
However, it is apparent to those skilled in the art that various known strain gauges may be applied or modified as long as it is sufficient to measure the change in the stress acting on the plate at the boundary between the sewage and the sediment.
Various embodiments of the plate portion constituting the
It is difficult to measure the stress in the fixed plate portion because the flow of sewage is generated in the
In consideration of this, the
Accordingly, the
The
The
The driving
The driving
That is, when the plate portion constituting the measuring
However, when the plate portion is constituted by a single or a plurality of plate portions and is arranged in a horizontal direction, substantially no change in the stress is affected. Therefore, in the rotated configuration of the
For example, a case where a plurality of plate portions are projected in the outer circumferential direction of the
When the height of the sediment is measured and provided as measurement information, the ratio of the sediment cross-sectional area, which is the ratio of the cross-sectional area of the sediment to the cross-sectional area of the
A system for calculating the ratio of the cross-sectional area of the precipitate to the height of the precipitate thus detected and thereby alerting or notifying the predetermined point will be described later.
The ratio of the cross-sectional area of the precipitate can be summarized by the following equation.
This ratio of the cross-sectional area of the sediment can be applied to the
On the other hand, the treatment capacity of the basic wastewater was ordinarily determined by the water level ratio, which can be defined as the water level with respect to the diameter of the
3 is a front view of the precipitate sensor according to the first embodiment of the present invention.
As described above, the plate portions constituting the measuring
For this purpose, it is preferable to arrange the plate portion so as to be inclined with respect to the
As shown in the figure, the plate portion is formed as a
When the spiral shape is arranged at a predetermined pitch, a difference in stress is generated on each boundary portion according to the rotation by the driving
However, since a thin plate is spirally arranged on the
4 is a front view of a sediment sensor according to a second embodiment of the present invention.
In the second embodiment of the present invention, a case in which a plurality of plate portions formed in a thin plate shape are arranged to be inclined with respect to the
The plate portion is defined as a
The
The strain at each of these locations can be detected as the difference in stress along the height and the height of the interface can be measured.
The plate portions according to the embodiments of the present invention described above are deformed such as sagging at a portion contacting with the precipitate 103 and are relatively less deformed at the side where the plate is rubbed with sewage. It can be understood that this is due to difference in specific gravity and flow resistance.
These plate parts are preferably thin plates and made of stainless steel or a material containing them in consideration of durability, but are not limited thereto.
The
If the sensitivity of the plate to stress changes is applied to the environment, it can be applied to measurement of flow rate and flow rate.
To this end, a port (not shown) for outputting a signal may further be provided on a side adjacent to the
FIG. 5 is a view for explaining a sewerage sediment sensor of a stress measurement method according to a further concept of the present invention.
As described above, in the case of the apparatus to which the stress measuring method of the present invention is applied, since the boundary surface can be detected through the change of the stress value of the plate portion, it is possible to temporarily acquire the water level and the height of the sediment.
In the case of water surface, the change is large and the degree of deformation by thin plate may be relatively small.
Accordingly, in a further embodiment of the present invention, it is possible to further comprise a
Accordingly, the water level of the
A case where non-contact type sound or light is used for a predetermined fixed
It should be noted that the water level of the sewage water may be calculated by complementarily interpreting the height measured by the
At this time, the
In the drawings, the reference numerals denoting heights may be defined as follows.
D: Diameter of the sewer pipe
ℓ: Position of float (level)
h: height of sediment
Dw: distance between water level and sediment
In the case of the
In the case of the float, in the case where there is no sewage water level in the
FIG. 6 is a plan sectional view for explaining a concrete example of a float and a shaft in a sewer pipe sediment sensor of the stress measuring method of the present invention. FIG.
Although the shape of the
In consideration of this, the
According to the second embodiment of the present invention, a
A
The body of the float (220) may be provided with a magnet (232) capable of generating a magnetic force so as to intercept a predetermined contact from the inner peripheral side.
The
The movement of the
The
Since the reed switch has a small volume, it is advantageous to arrange the reed switch at each position of the
The arrangement of the switching
7 is a configuration diagram of the monitoring system of the precipitate of the present invention.
The sewage pipe sediment sensor of the stress measurement method described above can be installed at each place of the sewer pipe to constantly measure the sedimentation amount of the sediment at each site. Based on this information, the water level ratio and especially the sediment cross sectional area ratio can be calculated.
It should be noted that the concept of simultaneous and real-time monitoring of the sediment cross-sectional area ratio could not be applied conventionally.
Thus, the
For this purpose, a plurality of
For the communication with the
Basically, the control and
In the control and
The control and
Also, the
8 is a block diagram for explaining an embodiment of a server unit in the sediment monitoring system of the present invention.
The
For this purpose, the
In addition, a
In addition, the
The
The sewage pipe sediment sensor of the stress measuring method described above functions to accurately measure the amount of sediment in each part disposed in a predetermined area and can perform real-time measurement without placing each part of the workforce, to provide.
In addition, since the height of the sediment can be measured through the stress measurement according to the deformation of the plate portion, a simple structure and a measurement method optimized for the sewer pipe are applied, thereby enabling accurate sediment amount detection.
Thus, when the sediment sensors are installed at each site and the measurement information is collected and managed through a predetermined network, information on the sewer pipe is provided to the relevant area, and in the urban life, flood damage from various causes such as heavy rainfall and overflow It is advantageous in that it can be prevented beforehand.
In addition, since the sediment monitoring system of the present invention is configured as a control network, it is possible to perform comprehensive mapping on a predetermined area range, to detect problems in real time, to identify areas where dredging is requested, It is possible to contribute to the improvement of the economical efficiency.
In the foregoing, the present invention has been described in detail based on the embodiments and the accompanying drawings. However, the scope of the present invention is not limited by the above embodiments and drawings, and the scope of the present invention will be limited only by the content of the following claims.
100 ...
102 ...
210 ...
212 ... switching
221 ...
222 ...
231 ...
235 ...
231 ... guide
240 ... driving
310 ...
330 ...
500 ... control and communication section
Claims (9)
A driving unit 240 for rotating the shaft unit; And
And a measuring part (230) coupled to an outer periphery of the shaft part and measuring a change in stress,
Wherein the measuring unit comprises:
Wherein the height of the precipitate is measured according to a change in the stress of the plate portion due to the rotation of the shaft.
The driving unit includes:
And the shaft portion is rotated as a uniform angular velocity and torque.
The plate portion,
Wherein the sensor is protruded in an outer circumferential direction of the shaft portion and is inclined relative to the shaft portion.
The plate portion,
And a spiral plate portion (231) formed in a spiral shape on the outer peripheral surface of the shaft portion.
The plate portion,
And a strut portion (234) formed of a thin plate arranged to be inclined from the outer circumferential surface of the shaft portion and arranged at regular intervals in the height direction.
And a float (220) raised and lowered along the shaft portion and having a magnet,
The shaft portion
And a plurality of switching parts (212) for which the contacts are interrupted by the magnet part are arranged in the height direction.
The sub-
A guide groove 211 is formed on the outer peripheral surface of the shaft portion so as not to interfere with the measurement portion of the ascending / descending movement, and a guide groove 211 222). ≪ / RTI >
A control and communication unit 500 for signaling and transmitting measurement information of the level and the distance from each of the sediment sensors; And
And a server unit (300) for receiving the respective sediment sensor measurement information and monitoring in real time the state of the sediment to each part of the sewer pipe.
The server unit,
A determination unit (320) for calculating a ratio of the cross-sectional area of the sediment from the measurement information; an alarm unit (320) for generating an alarm in the display device when the amount or ratio of the sediment exceeds a reference value 330). ≪ / RTI >
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020150128340A KR20170030878A (en) | 2015-09-10 | 2015-09-10 | Sludge height measuring apparatus and monitoring system of sewer pipe using stress measuring method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020150128340A KR20170030878A (en) | 2015-09-10 | 2015-09-10 | Sludge height measuring apparatus and monitoring system of sewer pipe using stress measuring method |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020180003674A Division KR101923851B1 (en) | 2018-01-11 | 2018-01-11 | Sludge height measuring apparatus and monitoring system of sewer pipe using stress measuring method |
Publications (1)
Publication Number | Publication Date |
---|---|
KR20170030878A true KR20170030878A (en) | 2017-03-20 |
Family
ID=58502737
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020150128340A KR20170030878A (en) | 2015-09-10 | 2015-09-10 | Sludge height measuring apparatus and monitoring system of sewer pipe using stress measuring method |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR20170030878A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20190108310A (en) * | 2018-03-14 | 2019-09-24 | 주식회사 에이유이 | Sensor for level in the cup and device for purification of water using thereof |
EP3971540A1 (en) * | 2020-09-17 | 2022-03-23 | Evonik Operations GmbH | Characterization of a phase seperation of a coating composition |
-
2015
- 2015-09-10 KR KR1020150128340A patent/KR20170030878A/en not_active IP Right Cessation
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20190108310A (en) * | 2018-03-14 | 2019-09-24 | 주식회사 에이유이 | Sensor for level in the cup and device for purification of water using thereof |
EP3971540A1 (en) * | 2020-09-17 | 2022-03-23 | Evonik Operations GmbH | Characterization of a phase seperation of a coating composition |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR101923851B1 (en) | Sludge height measuring apparatus and monitoring system of sewer pipe using stress measuring method | |
CN111765933A (en) | Drainage pipe network flow monitoring system and method | |
CN107460898B (en) | Real-time monitoring system and monitoring method for submerged bridge pile foundation scouring | |
KR101819496B1 (en) | Sludge height measuring apparatus of sewer pipe with floating body and monitoring system using the same | |
CN103559775A (en) | Urban flood disaster early warning system and method | |
US20110012728A1 (en) | Sensor and System to Detect Bridge Scour | |
CN210166018U (en) | Subway station foundation pit underground water level real-time supervision device | |
CN109930656A (en) | A kind of deep foundation pit precipitation recharge automatic monitoring device and monitoring method | |
CN105527456A (en) | Draining state monitoring system and method of inspection shaft | |
CN109764931A (en) | A kind of sponge city river water level forecast method for early warning | |
KR20170030878A (en) | Sludge height measuring apparatus and monitoring system of sewer pipe using stress measuring method | |
JP2010242361A (en) | Water-level measuring system in sewer culvert | |
US3922921A (en) | Method and apparatus for measuring sewer sedimentation infiltration and flow | |
CN107525566B (en) | Sewage pipe gallery monitoring system | |
KR100744630B1 (en) | Method and system for controling sewage plant by monitoring the concentration of chloride ion in sewage of sewer pipe | |
KR100406239B1 (en) | Water leakout detection and monitoring system | |
JP2009293958A (en) | Liquid depth monitoring system | |
KR100556058B1 (en) | dreg sludge height and flow rate measurement system using pressure gauge and sewage water level and velocity gauge | |
WO2021017007A1 (en) | System and method for detecting sewer clogging causing urban waterlogging | |
JP4413645B2 (en) | In-pipe fluid measuring device | |
CN205670033U (en) | Based on missile silo remote measurement ultrasonic water level gauge | |
CN208505429U (en) | Warning device for intelligent measurement liquid level | |
KR102236790B1 (en) | Road or sewerage water level gauge and real-time water level monitoring system using this | |
US11781897B2 (en) | Contactless sensor system and method for measuring free surface and pressure flow in a conduit | |
CN110486628B (en) | Drainage pipeline high-precision liquid level monitoring system and method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A201 | Request for examination | ||
E902 | Notification of reason for refusal | ||
E701 | Decision to grant or registration of patent right | ||
WITR | Request for withdrawal (abandonment) after decision of registration |