CN207147455U - Mud detecting system - Google Patents
Mud detecting system Download PDFInfo
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- CN207147455U CN207147455U CN201721234324.7U CN201721234324U CN207147455U CN 207147455 U CN207147455 U CN 207147455U CN 201721234324 U CN201721234324 U CN 201721234324U CN 207147455 U CN207147455 U CN 207147455U
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- penetration resistance
- mud
- module
- measured
- water body
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Abstract
The utility model discloses a kind of mud detecting system, the mud detecting system includes data processing module, level sensing module and penetration resistance detection module；The data processing module and the level sensing module, the penetration resistance detection module is connected, the data processing module is used for the position that the penetration resistance detection module is determined according to the penetration resistance of the penetration resistance detection module detection during the penetration resistance detection module injection water body to be measured, and according to depth calculation of the level sensing module in the water body to be measured when depth and the mud bottom when the penetration resistance detection module injection to the water body to be measured of the level sensing module in the water body to be measured when at the top of the mud of the penetration resistance detection module injection to the water body to be measured water body to be measured silt depth.The utility model can accurately and effectively measure the silt depth in shallow river lake.
Description
Technical field
It the utility model is related to underwater detection technique field, and in particular to a kind of mud detecting system.
Background technology
In city and periphery shallow river lake is a kind of more fragile ecosystem, has relatively low pollutional load energy
Power.The problems such as alluvial of pollutant can cause river/lakebed rise, Water Eutrophication, water source purifying cost to improve, city is given birth to
State environment and resident living have significant impact.
It is big that the natural moisture content that mud refers to deposit in hydrostatic or slow flowing water environment is more than liquid limit, natural void ratio
In 1.0 cohesive soil, its particle diameter is less than 0.03mm.By analyzing the measure of the distribution of shallow river lake silt and its thickness,
The influence of mankind's activity and natural cause to rivers and lakes can be quantified, be the rivers and lakes comprehensive regulation and fwaater resources protection scheme
Formulation technical support is provided, but due to the complexity of underwater environment, the measurement of silt depth is always one of subaqueous survey
Problem, how accurately and effectively to measure the silt depth in shallow river lake is current urgent problem to be solved.
Utility model content
The purpose of this utility model is to provide a kind of mud detecting system, can accurately and effectively measure shallow river
The silt depth in lake.
To achieve the above object, the technical solution of the utility model provides a kind of mud detecting system, including at data
Manage module, level sensing module and penetration resistance detection module；
The data processing module is connected with the level sensing module, the penetration resistance detection module, the data
Processing module is used for according to the penetration resistance detection module during the penetration resistance detection module injection water body to be measured
The penetration resistance of detection determines the position of the penetration resistance detection module, and according to when the penetration resistance detection module injection
The level sensing module is passed through in the depth of the water body to be measured and when described when at the top of to the mud of the water body to be measured
Enter the injection of resistance detection module to the water body to be measured mud bottom when the level sensing module in the water body to be measured
Depth calculation described in water body to be measured silt depth.
Preferably, the data processing module includes processing unit and the memory cell being connected with the processing unit.
Preferably, the data processing module also includes the data input output unit being connected with the processing unit.
Preferably, the mud detecting system also includes the display module being connected with the processing unit.
The mud detecting system that the utility model embodiment provides, can not only improve silt depth accuracy of detection, also
Can reduce manpower and materials cost, improve detection efficiency, can be provided for the formulation of shallow river lake dredging up scheme quickly with
Accurate engineering investigation information.
Brief description of the drawings
Fig. 1 is a kind of schematic diagram for mud detecting system that the utility model embodiment provides；
Fig. 2 is the injection in the detection of one-shot measurement process penetration resistance detection module that the utility model embodiment provides
Resistance change schematic diagram；
Fig. 3 is a kind of flow chart for mud detection method that the utility model embodiment provides.
Embodiment
With reference to the accompanying drawings and examples, specific embodiment of the present utility model is described in further detail.Below
Embodiment is used to illustrate the utility model, but is not limited to the scope of the utility model.
Referring to Fig. 1, Fig. 1 be the utility model embodiment provide a kind of mud detecting system schematic diagram, the mud
Detecting system includes data processing module 100, level sensing module 200 and penetration resistance detection module 300；
The data processing module 100 is connected with the level sensing module 200, the penetration resistance detection module 300,
The data processing module is used for according to the penetration resistance during the penetration resistance detection module injection water body to be measured
The penetration resistance of detection module detection determines the position of the penetration resistance detection module, and is detected according to when the penetration resistance
Module injection to the water body to be measured mud at the top of when the level sensing module the water body to be measured depth and
When the mud bottom of the penetration resistance detection module injection to the water body to be measured, the level sensing module is described
The silt depth of water body to be measured described in the depth calculation of water body to be measured.
The mud detecting system that the utility model embodiment provides, can not only improve silt depth accuracy of detection, also
Can reduce manpower and materials cost, improve detection efficiency, can be provided for the formulation of shallow river lake dredging up scheme quickly with
Accurate engineering investigation information.
Wherein, in the utility model embodiment, level sensing module 200 is used to detect from water body to be measured
Depth, for example, level sensing module 200 can be liquid level sensor, it is preferable that throw-in type liquid level sensor can be used；
Wherein, in the utility model embodiment, penetration resistance detection module 300 is used to examine in injection water body to be measured
Penetration resistance is surveyed, for example, penetration resistance detection module 300 can be pressure sensor, it is preferable that ceramic pressure can be used to pass
Sensor；
For example, liquid level sensor, pressure sensor can be arranged on a body of rod, pressure sensor is located at the bottom of the body of rod
End；
Because different objects attribute is different, the bearing capacity having is different, and the relation between bearing capacity and specific penetration resistance is such as
Shown in lower：
Fk=aPs+b
Wherein：FkIt is object bearing capacity, PsIt is specific penetration resistance, refers to suffered during the probe injection object of pressure sensor
Total penetration resistance and probe plane projected area business, a, b are constant；
As shown from the above formula, it is linear between object bearing capacity and specific penetration resistance, the bearing capacity of different objects
Difference, the mutation of penetration resistance can be determined by the probe of pressure sensor, to determine the institute of the interface between different objects
The position at place.
When being detected to water body to be measured, the above-mentioned body of rod can with the uniform velocity state injection water body to be measured, due to air,
Water, mud, the bearing capacity of hardcore below mud are different, therefore, during body of rod injection water body to be measured, pressure
Penetration resistance suffered by the probe of sensor also differs, when pressure sensor injection to air and water surface intersection, pressure
Promutation (being referred to as the first catastrophe point) can occur for the pressure value (namely penetration resistance) of force snesor detection, when pressure passes
During sensor injection to water and mud intersection (namely at the top of mud), the pressure value of pressure sensor detection can occur second
Secondary mutation (be referred to as the second catastrophe point), when pressure sensor injection to mud and hardcore intersection (namely mud bottom
Portion) when, third time mutation (being referred to as the 3rd catastrophe point) can occur for the pressure value of pressure sensor detection, therefore can be according to pressure
The penetration resistance of force snesor detection determines pressure sensor, and whether injection is at the top of mud and whether injection is to mud
Bottom, specifically, rational threshold value can be set beforehand through experimental data, further according to the pressure value changes of pressure sensor detection
And then judge pressure sensor whether injection is at the top of mud and whether injection is to mud bottom；
Referring to Fig. 2, in penetration resistance detection module injection water body to be measured after, as depth of penetration increases, penetration resistance
Slowly increase is (during 1-19), until in water and mud intersection, above-mentioned telomutation (during 19-21) being produced, in injection
After resistance detection module enters mud, because mud density gradually increases, penetration resistance value can comparatively faster increase
(during 21-36), but numerical value is consecutive variations, when touching the hardcore of water body to be measured, is pressed because operating personnel apply
Power reason, penetration resistance value can produce a larger mutation (during 36-37), now produce above-mentioned third time mutation, drawing
Go out during measuring staff, penetration resistance detection module is among water or mud, can by a pressure value, but pressure value compared with
It is small.
Liquid level sensor is used to detect from the depth in water body to be measured, it is necessary to which explanation, enters to water body to be measured
In row detection process, at the top of pressure sensor (i.e. penetration resistance detection module) injection mud (namely during second catastrophe point)
During with mud bottom (namely during three catastrophe points), it is required to ensure liquid level sensor (i.e. level sensing module) positioned to be measured
,, can be according to the inspection of liquid level sensor in the second catastrophe point by the detection data of combination pressure sensor in the water of water body
Data calculation pressure sensors probe is surveyed to the distance (i.e. the top depth of mud) of the water surface, can be with three catastrophe points
According to the data calculation pressure sensor probe that liquid level sensor detects to the distance (i.e. the bottom depth of mud) of the water surface, tool
Body, it is assumed that the distance between liquid level sensor and pressure sensor are s, then mud top depth Hm1, mud bottom
Portion's depth Hm2Respectively：
Hm1=Hk1+s；
Hm2=Hk2+s；
Wherein, Hk1Liquid level sensor is in water body to be measured during at the top of the mud of pressure sensor injection to water body to be measured
Depth, Hk2For when the mud bottom of pressure sensor injection to water body to be measured liquid level sensor in the depth of water body to be measured
Degree；
The then silt depth H of water body to be measuredΔ=| Hm2-Hm1|=| Hk2-Hk1|。
For example, in the utility model embodiment, the data processing module 100 can include processing unit and with
The connected memory cell of the processing unit.Processing unit is used to be examined according to penetration resistance detection module and level sensing module
The data of survey calculate top depth, the bottom depth of mud and the thickness of mud of mud, can by memory module
To store the data and the data that are calculated of processing unit of penetration resistance detection module and level sensing module detection；
Wherein, in the utility model embodiment, the data processing module also includes being connected with the processing unit
Data input output unit, the input and output of data can be realized by the data input output unit, is easy to rear issue
According to processing, for example, the data input output unit can be USB interface；
Wherein, in the utility model embodiment, the mud detecting system also includes being connected with the processing unit
Display module.The top depth for the mud that can be calculated by the display module with display processing unit, the bottom of mud
The thickness of depth and mud, be advantageous to find unqualified measurement data in time, when display data does not substantially meet general knowledge,
User be able to can be remeasured with inspection operation and other mistakes.
Referring to Fig. 3, Fig. 3 be the utility model embodiment provide a kind of mud detection method flow chart, Ke Yiying
Included with to above-mentioned mud detecting system, this method：
Step S1：When data processing module is obtained at the top of the mud of penetration resistance detection module injection to water body to be measured
Depth of the level sensing module in the water body to be measured；
Step S2：The data processing module is obtained when the penetration resistance detection module injection to the water body to be measured
Depth of the level sensing module in the water body to be measured during mud bottom；
Step S3：The data processing module is according to when the penetration resistance detection module injection to the water body to be measured
The level sensing module is in the depth of the water body to be measured and when the penetration resistance detection module passes through when at the top of mud
Enter and treated described in the depth calculation to the level sensing module during mud bottom of the water body to be measured in the water body to be measured
Survey the silt depth of water body.
Wherein, the variable quantity when the penetration resistance that the penetration resistance detection module detects in preset time is more than or waited
When the first preset value, the data processing module judges silt of the penetration resistance detection module injection to the water body to be measured
At the top of mud layer；
When variable quantity of the penetration resistance in preset time of penetration resistance detection module detection is more than or equal to the
During two preset values, the data processing module judges the penetration resistance detection module injection to the mud of the water body to be measured
Bottom.
Preferably, the mud detection method in the utility model embodiment also includes：
The data processing module is according to when the mud of the penetration resistance detection module injection to the water body to be measured
The level sensing module is in the depth of the water body to be measured and the level sensing module and the penetration resistance during top
The distance between detection module calculates the depth at the top of the mud of the water body to be measured；
The data processing module is according to when the mud of the penetration resistance detection module injection to the water body to be measured
The level sensing module is in the depth of the water body to be measured and the level sensing module and the penetration resistance during bottom
The distance between detection module calculates the depth of the mud bottom of the water body to be measured.
Preferably, the mud detection method in the utility model embodiment also includes：
Display module shows depth at the top of the mud of the water body to be measured, the mud bottom of the water body to be measured
The silt depth of depth and the water body to be measured.
For example, during one-shot measurement, two groups of data are obtained by penetration resistance detection module and level sensing module,
Data processing module records these data according to a time/position, to be measured so as to obtain afterwards by handling these data
Top depth, the bottom depth of mud and the thickness of mud of the mud of water body；
Specifically, data processing module is handled the data of penetration resistance detection module detection first, if certain is for the moment
Carve variable quantity of the penetration resistance of penetration resistance detection module detection in preset time and be more than or equal to the first preset value, then sentence
The moment penetration resistance detection module injection break to the mud top of water body to be measured, then according to the moment level sensing module
Distance between the depth and penetration resistance detection module and level sensing module of water body to be measured calculates the silt of water body to be measured
Depth at the top of mud layer；If variable quantity of a certain moment penetration resistance detection module detection penetration resistance in preset time is more than
Or equal to the second preset value, then the moment penetration resistance detection module injection is judged to the mud bottom of water body to be measured, then
According to the moment level sensing module between the depth and penetration resistance detection module and level sensing module of water body to be measured
Distance calculate water body to be measured mud bottom depth, afterwards further according to the depth at the top of mud and mud bottom
Depth calculation mud thickness.
Although above having made detailed description to the utility model with generality explanation and specific embodiment,
On the basis of the utility model, it can be made some modifications or improvements, this is apparent to those skilled in the art
's.Therefore, the these modifications or improvements on the basis of without departing from the utility model spirit, belonging to the utility model will
Seek the scope of protection.
Claims (4)
1. a kind of mud detecting system, it is characterised in that examined including data processing module, level sensing module and penetration resistance
Survey module；
The data processing module is connected with the level sensing module, the penetration resistance detection module, the data processing
Module is used for according to the penetration resistance detection module detection during the penetration resistance detection module injection water body to be measured
Penetration resistance determine the position of the penetration resistance detection module, and according to when the penetration resistance detection module injection to institute
The level sensing module is in the depth of the water body to be measured and when the injection hinders when stating the mud top of water body to be measured
The injection of power detection module to the water body to be measured mud bottom when the level sensing module the water body to be measured depth
Degree calculates the silt depth of the water body to be measured.
2. mud detecting system according to claim 1, it is characterised in that the data processing module includes processing unit
And the memory cell being connected with the processing unit.
3. mud detecting system according to claim 2, it is characterised in that the data processing module also include with it is described
The connected data input output unit of processing unit.
4. mud detecting system according to claim 2, it is characterised in that the mud detecting system also include with it is described
The connected display module of processing unit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721234324.7U CN207147455U (en) | 2017-09-25 | 2017-09-25 | Mud detecting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721234324.7U CN207147455U (en) | 2017-09-25 | 2017-09-25 | Mud detecting system |
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| Publication Number | Publication Date |
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| CN207147455U true CN207147455U (en) | 2018-03-27 |
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| CN201721234324.7U Expired - Fee Related CN207147455U (en) | 2017-09-25 | 2017-09-25 | Mud detecting system |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107504936A (en) * | 2017-09-25 | 2017-12-22 | 江苏省水利科学研究院 | Mud detecting system and mud detection method |
| CN115112173A (en) * | 2022-06-27 | 2022-09-27 | 西安理工大学 | Intermittent water storage body water quality purification and water ecological restoration system for check dam |
-
2017
- 2017-09-25 CN CN201721234324.7U patent/CN207147455U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107504936A (en) * | 2017-09-25 | 2017-12-22 | 江苏省水利科学研究院 | Mud detecting system and mud detection method |
| CN115112173A (en) * | 2022-06-27 | 2022-09-27 | 西安理工大学 | Intermittent water storage body water quality purification and water ecological restoration system for check dam |
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| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180327 Termination date: 20180925 |
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| CF01 | Termination of patent right due to non-payment of annual fee |