CN115600899A - Precast concrete culvert pipe stagnant water component operation supervisory systems based on big data - Google Patents
Precast concrete culvert pipe stagnant water component operation supervisory systems based on big data Download PDFInfo
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Abstract
The invention discloses a precast concrete culvert pipe water stop member operation supervision system based on big data, which relates to the technical field of culvert pipe water stop member operation supervision and solves the technical problems that in the prior art, a water stop member in a pipe network region cannot be divided and operation supervision cannot be carried out according to divided water stop firmware; the operation monitoring is carried out on the branch members in the pipe network region, and whether the operation state of the branch members in the adjacent pipe network region is normal or not is judged, so that the operation reasonability of the branch members is ensured, and the phenomenon that the damage of the branch members is caused by unreasonable cooperation of the pipe network region is prevented.
Description
Technical Field
The invention relates to the technical field of operation supervision of culvert pipe water stop members, in particular to a precast concrete culvert pipe water stop member operation supervision system based on big data.
Background
The culvert pipe is a pipeline buried under the ground surface, is formed by pouring reinforced concrete and is commonly called a cement pipe. The small culvert pipe is also made of metal materials. Under the full-section cofferdam, a diversion pipeline is used, and under the ordinary condition, a water delivery pipeline is used. The water supply and drainage pipelines in most cities are provided with cement pipes as culvert pipes. The water stopping component is used as three common water stopping measures in building engineering, and common types of the water stopping component comprise a water stopping strip, a water stopping belt and a water stopping steel plate.
However, in the prior art, the type division of the pipe network constructed by the culvert pipes can not be performed according to the real-time environment, and the performance of the water stopping member which is set according to different types of pipe network regions can not be detected, so that the operation efficiency of the pipe network regions can not be guaranteed, in addition, the water stopping member in the pipe network regions can not be divided, and meanwhile, the operation supervision can not be performed according to the divided water stopping firmware, so that the operation supervision degree of the water stopping member is low, and the operation supervision efficiency can not be guaranteed.
In view of the above technical drawbacks, a solution is proposed.
Disclosure of Invention
The invention aims to solve the problems and provides a precast concrete culvert pipe water stop member operation supervision system based on big data, which analyzes a pipe network constructed by the current concrete culvert pipe and judges the working strength and the fault risk of the current culvert pipe network, thereby improving the detection strength of the culvert pipe network, ensuring the stability of the operation of the culvert pipe network, improving the fault monitoring accuracy of the culvert pipe network and reducing the fault risk of the culvert pipe network; and analyzing and early warning the water-stopping components in each pipe network region, and judging whether the operation quality of the water-stopping components in the pipe network region is qualified or not, thereby ensuring the operation efficiency of the water-stopping components in each pipe network region.
The purpose of the invention can be realized by the following technical scheme:
the utility model provides a precast concrete culvert pipe stagnant water component operation supervisory systems based on big data, includes the server, and the server communication is connected with:
the culvert pipe network analysis unit is used for analyzing a pipe network constructed by the current concrete culvert, analyzing the culvert pipe network in a real-time monitoring area, dividing the culvert pipe network into i pipe network areas, wherein i is a natural number greater than 1, and grading the pipe network areas through analysis; marking the water stopping members corresponding to the culvert pipes in the same pipe network area as same branch members, marking the water stopping members corresponding to the joints of the adjacent pipe network areas as branch members, and sending the serial numbers of the corresponding type areas and the corresponding member types to the server
The water stopping component early warning unit is used for analyzing and early warning the water stopping components in each pipe network area, setting a mark k for the water stopping components, wherein the k is a natural number greater than 1, acquiring early warning analysis coefficients of the water stopping components in each pipe network area through analysis, comparing the early warning analysis coefficients of the water stopping components to generate component qualified signals and component unqualified signals, and sending the component qualified signals and the component unqualified signals to the server;
the system comprises a same branch pipeline monitoring unit, a server and a plurality of branch pipelines, wherein the same branch pipeline monitoring unit is used for monitoring a same branch component in a pipeline network area, generating an operation fault signal, an operation risk signal, a component replacement signal and a same branch qualified signal through analysis, and sending the same branch pipeline monitoring unit to the server;
and the branch pipeline monitoring unit is used for monitoring the operation of the branch components in the pipe network region, analyzing the matched operation of the pipe network region, generating a qualified branch component signal and an unqualified branch component signal through analysis, and sending the qualified branch component signal and the unqualified branch component signal to the server.
As a preferred embodiment of the present invention, the operation process of the culvert pipe network analysis unit is as follows:
the maximum pre-buried depth of each pipe network regional culvert pipe and the maximum pre-buried depth difference of the corresponding pipe network regional culvert pipe are collected and compared with a pre-buried depth threshold value and a pre-buried depth difference threshold value respectively:
if the maximum embedding depth of the culvert pipes in the pipe network area exceeds an embedding depth threshold value, and the maximum embedding depth difference value of the culvert pipes in the corresponding pipe network area does not exceed an embedding depth difference value threshold value, marking the corresponding pipe network area as a primary environment influence area; if the maximum embedded depth of the culvert pipes in the pipe network area exceeds an embedded depth threshold value, and the maximum embedded depth difference value of the culvert pipes in the corresponding pipe network area exceeds an embedded depth difference value threshold value, marking the corresponding pipe network area as a secondary environment influence area;
if the maximum embedded depth of the culvert pipes in the pipe network region does not exceed the embedded depth threshold value, and the maximum embedded depth difference of the culvert pipes in the corresponding pipe network region exceeds the embedded depth difference threshold value, or the maximum embedded depth of the culvert pipes in the pipe network region does not exceed the embedded depth threshold value, and the maximum embedded depth difference of the culvert pipes in the corresponding pipe network region does not exceed the embedded depth difference threshold value, the corresponding pipe network region is marked as a three-level environment influence region.
As a preferred embodiment of the present invention, the operation process of the water stopping member early warning unit is as follows:
acquiring the sustainable operation duration of the water stopping components in each pipe network area; collecting the water flux of the culvert pipe corresponding to the water stopping member in the sustainable operation time and the water seepage amount of the water stopping member corresponding to the water stopping member outside the sustainable operation time; acquiring early warning analysis coefficients of the water stopping components of each pipe network area through analysis;
comparing the early warning analysis coefficient of the water stopping component in each pipe network area with an early warning analysis coefficient threshold value: if the early warning analysis coefficient of the water stopping component in the pipe network area exceeds the early warning analysis coefficient threshold value, generating a component qualified signal and sending the component qualified signal to a server; if the early warning analysis coefficient of the water stopping component in the pipe network region does not exceed the early warning analysis coefficient threshold value, generating a component unqualified signal and sending the component unqualified signal to a server; and after receiving the unqualified construction signal, the server maintains and tidies the corresponding water stopping component.
As a preferred embodiment of the present invention, the operation process of the in-branch pipeline monitoring unit is as follows:
in the same operation task, the maximum osmotic pressure difference value corresponding to the same branch member and the osmotic water quantity difference of the adjacent same branch member in the water passing process of the pipe network area are obtained and are respectively compared with an osmotic pressure difference value threshold value and an osmotic water quantity difference threshold value:
if the maximum osmotic pressure difference value corresponding to the same branch member exceeds an osmotic pressure difference value threshold value and the osmotic water quantity difference of the adjacent same branch member exceeds an osmotic water quantity difference threshold value in the water supply process of the pipe network area, generating an operation fault signal and sending the operation fault signal to a server; if the maximum osmotic pressure difference value corresponding to the same branch member exceeds an osmotic pressure difference value threshold value and the osmotic water quantity difference of the adjacent same branch member does not exceed an osmotic water quantity difference threshold value in the water supply process of the pipe network area, generating an operation risk signal and sending the operation risk signal to a server;
if the maximum osmotic pressure difference value corresponding to the same branch member does not exceed the osmotic pressure difference value threshold value and the osmotic water quantity difference of the adjacent same branch member exceeds the osmotic water quantity difference threshold value in the water passing process of the pipe network area, judging to generate a member replacing signal and sending the member replacing signal to the server; if the maximum osmotic pressure difference value corresponding to the same branch member does not exceed the osmotic pressure difference value threshold value and the osmotic water quantity difference of the adjacent same branch member does not exceed the osmotic water quantity difference threshold value in the water supply process of the pipe network area, judging that the operation monitoring of the same branch member is qualified, generating a qualified signal of the same branch and sending the qualified signal of the same branch to the server.
As a preferred embodiment of the present invention, the operation of the branch pipe monitoring unit is as follows:
in the process of matching adjacent pipe network areas, when a low-level pipe network area to a high-level pipe network area are taken as a matching sequence, the matching of the pipe network areas is marked as buffer matching; when the high-level pipe network area and the low-level pipe network area are taken as a matching sequence, the matching of the pipe network areas is marked as supercharging matching; and analyzing the buffer fit and the increase fit of the pipe network area.
As a preferred embodiment of the present invention, the analysis process of the buffer coordination and the increased coordination correspondence of the pipe network region is as follows:
collecting alternate cycles of buffer fit and pressurization fit of corresponding branch components in a pipe network area and pressurization fit continuous operation duration of the corresponding branch components, and comparing the alternate cycles with an alternate cycle threshold range and a continuous operation duration threshold range respectively:
if the alternate cycle of the buffer fit and the pressurization fit of the corresponding branch component in the pipe network area is in the alternate cycle threshold range, and the continuous operation time length of the pressurization fit of the corresponding branch component is in the continuous operation time length threshold range, generating a branch component qualified signal and sending the branch component qualified signal to a server;
and if the alternate cycle of the buffer fit and the pressurization fit of the corresponding branch component in the pipe network area is not in the alternate cycle threshold range, or the continuous operation time length of the pressurization fit of the corresponding branch component is not in the continuous operation time length threshold range, generating an unqualified branch component signal and sending the unqualified branch component signal to the server.
Compared with the prior art, the invention has the beneficial effects that:
1. according to the method, the pipe network constructed by the current concrete culvert pipe is analyzed, and the working strength and the fault risk of the current culvert pipe network are judged, so that the detection strength of the culvert pipe network is improved, the stability of the operation of the culvert pipe network is ensured, the fault monitoring accuracy of the culvert pipe network is improved, and the fault risk of the culvert pipe network is reduced; analyzing and early warning the water-stopping components in each pipe network region, and judging whether the operation quality of the water-stopping components in the pipe network region is qualified or not, so that the operation efficiency of the water-stopping components in each pipe network region is ensured, and the problem that the abnormal water-stopping components cause the water prevention of the culvert pipe to be failed, the operation efficiency of the culvert pipe is reduced, and the qualification of the execution of water supply tasks is influenced is prevented;
2. according to the invention, the same branch member in the pipe network region is monitored, and whether the operation of the water-stopping member in the pipe network region is qualified or not is judged, so that the operation efficiency of the water-stopping member in the same pipe network region is ensured, the qualification rate of the water-stopping member is improved, the monitoring strength of the water-stopping member is improved, the fault risk of the water-stopping member is reduced, and the operation quality of the pipe network region is conveniently enhanced; the branch member in the pipe network region is monitored in an operation mode, whether the operation state of the branch member in the adjacent pipe network region is normal or not is judged, and therefore the operation reasonability of the branch member is guaranteed, the problem that the branch member is damaged unreasonably due to the fact that the pipe network region is matched is solved, the water stopping effect of the branch member is reduced, and the operation of the pipe network region is affected.
Drawings
In order to facilitate understanding for those skilled in the art, the present invention will be further described with reference to the accompanying drawings.
Fig. 1 is a schematic block diagram of the present invention.
Detailed Description
In order to make the technical solutions of the present invention better understood, 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.
Reference herein to "an embodiment" means that a particular feature, structure, or characteristic described in connection with the embodiment can be included in at least one embodiment of the invention. The appearances of the phrase in various places in the specification are not necessarily all referring to the same embodiment, nor are separate or alternative embodiments mutually exclusive of other embodiments. It is explicitly and implicitly understood by one skilled in the art that the embodiments described herein may be combined with other embodiments.
Referring to fig. 1, the operation supervision system for the water-stop member of the precast concrete culvert pipe based on the big data comprises a server, wherein the server is in communication connection with a culvert pipe network analysis unit, a co-branch pipeline monitoring unit, a branch pipeline monitoring unit and a water-stop member early warning unit, and the server is in bidirectional communication connection with the culvert pipe network analysis unit, the co-branch pipeline monitoring unit, the branch pipeline monitoring unit and the water-stop member early warning unit;
the server generates a culvert pipe network analysis signal and sends the culvert pipe network analysis signal to a culvert pipe network analysis unit, and the culvert pipe network analysis unit analyzes the current pipe network constructed by the concrete culvert pipe after receiving the culvert pipe network analysis signal and judges the working strength and fault risk of the current culvert pipe network, so that the detection strength of the culvert pipe network is improved, the stability of the operation of the culvert pipe network is ensured, the fault monitoring accuracy of the culvert pipe network is improved, and the fault risk of the culvert pipe network is reduced;
the culvert pipe network that will real-time supervision is regional to be analyzed, and divide the culvert pipe network into i pipe network regions, i is for being greater than 1 natural number, gather the biggest pre-buried degree of depth of culvert pipe in each pipe network region and correspond the biggest pre-buried degree of depth difference value of culvert pipe in the pipe network region, and compare the biggest pre-buried degree of depth of culvert pipe in each pipe network region and the biggest pre-buried degree of depth difference value that corresponds culvert pipe in the pipe network region with pre-buried degree of depth threshold value and pre-buried degree of depth difference threshold value respectively:
if the maximum embedded depth of the culvert pipes in the pipe network area exceeds an embedded depth threshold value and the maximum embedded depth difference value of the culvert pipes in the corresponding pipe network area does not exceed an embedded depth difference value threshold value, judging that the operation environment of the current pipe network area is severe, and marking the corresponding pipe network area as a primary environment influence area;
it can be understood that when the maximum pre-burying depth in the pipe network area is larger, if the difference value of the maximum pre-burying depths in the area is not large, the pre-burying depths of the current pipe network area are all in a deeper state;
if the maximum embedded depth of the culvert pipes in the pipe network area exceeds an embedded depth threshold value, and the maximum embedded depth difference value of the culvert pipes in the corresponding pipe network area exceeds an embedded depth difference value threshold value, marking the corresponding pipe network area as a secondary environment influence area; it can be understood that when the maximum pre-burying depth in the pipe network area is larger, if the difference value of the maximum pre-burying depths in the area is larger, it is indicated that the pre-burying depth of the current pipe network area has a deeper state and a relatively shallower state;
if the maximum embedded depth of the culvert pipes in the pipe network area does not exceed the embedded depth threshold value, and the maximum embedded depth difference of the culvert pipes in the corresponding pipe network area exceeds the embedded depth difference threshold value, or the maximum embedded depth of the culvert pipes in the pipe network area does not exceed the embedded depth threshold value, and the maximum embedded depth difference of the culvert pipes in the corresponding pipe network area does not exceed the embedded depth difference threshold value, marking the corresponding pipe network area as a three-level environmental influence area; it can be understood that when the maximum pre-burying depth in the pipe network area is smaller, if the difference value of the maximum pre-burying depths in the area is large, the pre-burying depths of the current pipe network area are relatively smaller;
therefore, in the application, the deeper the pre-buried depth of the culvert pipe is, the lower the detection accuracy and the difficulty in maintenance are shown, that is, the larger the environmental influence is, and the smaller the grade of the pipe network area is, the larger the environmental influence is;
marking water stopping components corresponding to the culvert pipes in the same pipe network area as same branch components, marking the water stopping components corresponding to the joints of adjacent pipe network areas as branch components, and sending the serial numbers of the corresponding type areas and the corresponding component types to a server;
after the early warning signal of the water stopping component is received by the server, the early warning signal of the water stopping component is generated and sent to the early warning unit of the water stopping component, and after the early warning signal of the water stopping component is received by the early warning unit of the water stopping component, the water stopping component in each pipe network area is analyzed and early warned, and whether the operation quality of the water stopping component in the pipe network area is qualified or not is judged, so that the operation efficiency of the water stopping component in each pipe network area is ensured, the water stopping component is prevented from being abnormal to cause the water prevention of the culvert pipe to be in fault, the operation efficiency of the culvert pipe is prevented from being reduced, and the qualification of the execution of a water supply task is influenced;
setting a mark k of the water stopping component, wherein the k is a natural number greater than 1, acquiring the sustainable operation time of the water stopping component in each pipe network area, and marking the sustainable operation time of the water stopping component in each pipe network area as CXSk; collecting the water flux of the culvert pipe corresponding to the water stopping component in the sustainable operation time length and the water seepage amount of the water stopping component corresponding to the water stopping component outside the sustainable operation time length, and respectively marking the water flux of the culvert pipe corresponding to the water stopping component in the sustainable operation time length and the water seepage amount of the water stopping component corresponding to the water stopping component outside the sustainable operation time length as STTk and STLk;
by the formula
Acquiring a water stopping component early warning analysis coefficient Xk of each pipe network area, wherein a1, a2 and a3 are preset proportionality coefficients, a1 is larger than a2 and larger than a3 and larger than 0, beta is an error correction factor, and the value is 0.85 when the pipe network area is a primary environment influence area; when the pipe network area is a secondary influence area, the value is 0.98; when the pipe network area is a three-level environment influence area, the value is 1.1;
comparing the early warning analysis coefficient Xk of the water stopping component in each pipe network area with an early warning analysis coefficient threshold value:
if the early warning analysis coefficient Xk of the water stopping component in the pipe network area exceeds the early warning analysis coefficient threshold value, judging that the early warning analysis of the corresponding water stopping component in the pipe network area is qualified, generating a component qualified signal and sending the component qualified signal to a server; if the early warning analysis coefficient Xk of the water stopping component in the pipe network region does not exceed the early warning analysis coefficient threshold value, judging that the early warning analysis of the corresponding water stopping component in the pipe network region is unqualified, generating a component unqualified signal and sending the component unqualified signal to a server; after receiving the unqualified constructed signal, the server maintains and smoothes the corresponding water stopping component;
the method comprises the steps that after a server receives a construction qualified signal, a same-branch pipeline monitoring signal and a branch pipeline monitoring signal are generated, the same-branch pipeline monitoring signal and the branch pipeline monitoring signal are correspondingly sent to a same-branch pipeline monitoring unit and a branch pipeline monitoring unit, the same-branch pipeline monitoring unit monitors a same-branch component in a pipe network area after receiving the same-branch pipeline monitoring signal, and whether the operation of a water stopping component in the pipe network area is qualified or not is judged, so that the operation efficiency of the water stopping component in the same pipe network area is ensured, the qualification of the water stopping component is improved, the monitoring strength of the water stopping component is improved, the fault risk of the water stopping component is reduced, and the operation quality of the pipe network area is convenient to enhance;
in the same operation task, acquiring the maximum osmotic pressure difference value corresponding to the same branch member and the osmotic water quantity difference of the adjacent same branch member in the water supply process of the pipe network region, and comparing the maximum osmotic pressure difference value corresponding to the same branch member and the osmotic water quantity difference of the adjacent same branch member with an osmotic pressure difference threshold value and an osmotic water quantity difference threshold value respectively in the water supply process of the pipe network region:
if the maximum osmotic pressure difference value corresponding to the same branch member in the water supply process of the pipe network region exceeds the osmotic pressure difference value threshold value, and the osmotic water quantity difference of the adjacent same branch member exceeds the osmotic water quantity difference threshold value, judging that the same branch member in the pipe network region operates abnormally, generating an operation fault signal and sending the operation fault signal to a server, and the server receives and maintains the current pipe network region, and sequentially overhauls the same branch members by taking the same branch member with large current osmotic water quantity as the center and taking two sides as directions;
if the maximum osmotic pressure difference value corresponding to the same branch member in the water supply process of the pipe network region exceeds the osmotic pressure difference value threshold value and the osmotic water quantity difference of the adjacent same branch member does not exceed the osmotic water quantity difference threshold value, judging the operation risk of the same branch member in the pipe network region, generating an operation risk signal and sending the operation risk signal to a server, and after receiving the operation risk signal, the server controls the operation intensity of each culvert pipe in the pipe network region and maintains the corresponding same branch member;
if the maximum osmotic pressure difference value corresponding to the same branch member does not exceed the osmotic pressure difference value threshold value and the osmotic water quantity difference of the adjacent same branch member exceeds the osmotic water quantity difference threshold value in the water supply process of the pipe network area, judging that the performance of the same branch member is abnormal, generating a member replacement signal and sending the member replacement signal to a server, and after receiving the member replacement signal, the server replaces the same branch member with larger corresponding osmotic water quantity;
if the maximum osmotic pressure difference value corresponding to the same branch member does not exceed the osmotic pressure difference value threshold value and the osmotic water quantity difference of the adjacent same branch member does not exceed the osmotic water quantity difference threshold value in the water supply process of the pipe network area, judging that the operation monitoring of the same branch member is qualified, generating a qualified signal of the same branch and sending the qualified signal of the same branch to the server;
after receiving the branch pipeline monitoring signal, the branch pipeline monitoring unit monitors the operation of branch components in a pipe network region and judges whether the operation state of the branch components in adjacent pipe network regions is normal or not, so that the operation reasonability of the branch components is ensured, and the phenomenon that the damage of the branch components is large due to unreasonable matching of the pipe network regions, the water stopping effect of the branch components is reduced, and the operation of the pipe network region is influenced is prevented;
analyzing the matching operation of the pipe network areas, and marking the matching of the pipe network areas as buffer matching when the matching sequence from a low-level pipe network area to a high-level pipe network area is from the matching sequence in the matching process of adjacent pipe network areas; when the high-level pipe network area and the low-level pipe network area are taken as a matching sequence, the matching of the pipe network areas is marked as supercharging matching; it can be understood that the embedded depth of the culvert pipe in the high-grade pipe network region is less than that of the low-grade pipe network region, namely the working strength of the water-stopping component is changed from low to high in the buffer matching process, and conversely, the working strength of the corresponding water-stopping component is changed from high to low in the pressure boost matching process;
acquiring an alternate cycle of buffer fit and pressurization fit of the corresponding branch component in the pipe network region and the continuous operation duration of the pressurization fit of the corresponding branch component, and comparing the alternate cycle of the buffer fit and pressurization fit of the corresponding branch component in the pipe network region and the continuous operation duration of the pressurization fit of the corresponding branch component with an alternate cycle threshold range and a continuous operation duration threshold range respectively:
if the alternate cycle of the buffer fit and pressurization fit of the corresponding branch component in the pipe network area is in the alternate cycle threshold range, and the continuous operation duration of the pressurization fit of the corresponding branch component is in the continuous operation duration threshold range, judging that the operation monitoring of the branch component in the pipe network area is qualified, generating a qualified signal of the branch component and sending the qualified signal of the branch component to a server;
if the alternate period of the corresponding branch component buffer fit and pressurization fit of the pipe network area is not in the alternate period threshold range, or the pressurization fit continuous operation duration of the corresponding branch component is not in the continuous operation duration threshold range, judging that the operation monitoring of the branch component of the pipe network area is unqualified, generating an unqualified branch component signal and sending the unqualified branch component signal to a server; after receiving the unqualified signal of the branch component, the server adjusts the alternative cycle of the buffer fit and the pressurization fit of the branch component, so that the influence on the water stopping effect of the branch component caused by overlong pressurization fit process is prevented, and the overload operation of other pipe network areas caused by too short buffer fit process is prevented; the duration of the boost coordination may also be controlled.
The formulas are all obtained by acquiring a large amount of data and performing software simulation, and a formula close to a true value is selected, and coefficients in the formulas are set by a person skilled in the art according to actual conditions;
when the system is used, a pipe network constructed by the current concrete culvert pipe is analyzed through a culvert pipe network analysis unit, a culvert pipe network in a real-time monitoring area is analyzed, the culvert pipe network is divided into i pipe network areas, and the pipe network areas are graded through analysis; marking water stopping components corresponding to culvert pipes in the same pipe network area as same branch components, marking water stopping components corresponding to the joints of adjacent pipe network areas as branch components, and sending the serial numbers of the corresponding type areas and the corresponding component types to a server; analyzing and early warning the water stopping components in each pipe network area through a water stopping component early warning unit, setting a mark k for the water stopping components, obtaining early warning analysis coefficients of the water stopping components in each pipe network area through analysis, comparing the early warning analysis coefficients of the water stopping components to generate component qualified signals and component unqualified signals, and sending the component qualified signals and the component unqualified signals to a server; monitoring the same branch components in the pipe network area through the same branch pipeline monitoring unit, generating an operation fault signal, an operation risk signal, a component replacement signal and a same branch qualified signal through analysis, and sending the same branch qualified signal to a server; the branch pipeline monitoring unit is used for monitoring the operation of the branch components in the pipe network region, analyzing the matching operation of the pipe network region, generating qualified branch component signals and unqualified branch component signals through analysis, and sending the qualified branch component signals and the unqualified branch component signals to the server.
The preferred embodiments of the invention disclosed above are intended to be illustrative only. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise forms disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and the practical application, to thereby enable others skilled in the art to best utilize the invention. The invention is limited only by the claims and their full scope and equivalents.
Claims (6)
1. The utility model provides a precast concrete culvert pipe stagnant water component operation supervisory systems based on big data which characterized in that, includes the server, and the server communication is connected with:
the culvert pipe network analysis unit is used for analyzing a pipe network constructed by the current concrete culvert pipe, analyzing the culvert pipe network in a real-time monitoring area, dividing the culvert pipe network into i pipe network areas, wherein i is a natural number greater than 1, and grading the pipe network areas through analysis; marking water stopping components corresponding to the culvert pipes in the same pipe network area as same branch components, marking the water stopping components corresponding to the joints of adjacent pipe network areas as branch components, and sending the serial numbers of the corresponding type areas and the corresponding component types to a server;
the water stopping member early warning unit is used for analyzing and early warning the water stopping members in each pipe network area, setting a mark k for the water stopping members, obtaining early warning analysis coefficients of the water stopping members in each pipe network area through analysis, comparing the early warning analysis coefficients of the water stopping members to generate qualified member signals and unqualified member signals, and sending the qualified member signals and the unqualified member signals to the server;
the system comprises a branch pipeline monitoring unit, a server and a branch pipeline monitoring unit, wherein the branch pipeline monitoring unit is used for monitoring a branch component in a pipe network area, generating an operation fault signal, an operation risk signal, a component replacement signal and a branch qualified signal through analysis, and sending the operation fault signal, the operation risk signal, the component replacement signal and the branch qualified signal to the server;
and the branch pipeline monitoring unit is used for monitoring the operation of the branch components in the pipe network region, analyzing the matched operation of the pipe network region, generating qualified branch component signals and unqualified branch component signals through analysis, and sending the qualified branch component signals and the unqualified branch component signals to the server.
2. The precast concrete culvert pipe water stop member operation supervision system based on big data according to claim 1, characterized in that, the operation process of culvert pipe network analysis unit is as follows:
the maximum pre-buried depth of each pipe network regional culvert pipe and the maximum pre-buried depth difference of the corresponding pipe network regional culvert pipe are collected and compared with a pre-buried depth threshold value and a pre-buried depth difference threshold value respectively:
if the maximum embedding depth of the culvert pipes in the pipe network area exceeds an embedding depth threshold value, and the maximum embedding depth difference value of the culvert pipes in the corresponding pipe network area does not exceed an embedding depth difference value threshold value, marking the corresponding pipe network area as a primary environment influence area; if the maximum embedded depth of the culvert pipes in the pipe network area exceeds an embedded depth threshold value and the maximum embedded depth difference value of the culvert pipes in the corresponding pipe network area exceeds an embedded depth difference threshold value, marking the corresponding pipe network area as a secondary environment influence area;
if the maximum embedded depth of the culvert pipes in the pipe network region does not exceed the embedded depth threshold value, and the maximum embedded depth difference of the culvert pipes in the corresponding pipe network region exceeds the embedded depth difference threshold value, or the maximum embedded depth of the culvert pipes in the pipe network region does not exceed the embedded depth threshold value, and the maximum embedded depth difference of the culvert pipes in the corresponding pipe network region does not exceed the embedded depth difference threshold value, the corresponding pipe network region is marked as a three-level environmental influence region.
3. The precast concrete culvert pipe water stop component operation supervision system based on big data according to claim 1, characterized in that the operation process of the water stop component early warning unit is as follows:
acquiring the sustainable operation duration of the water stopping members in each pipe network area; collecting the water flux of the culvert pipe corresponding to the water stopping component in the sustainable operation time and the water seepage amount of the water stopping component corresponding to the water stopping component outside the sustainable operation time; acquiring early warning analysis coefficients of the water stopping components of each pipe network area through analysis;
comparing the early warning analysis coefficient of the water stopping component in each pipe network area with an early warning analysis coefficient threshold value: if the early warning analysis coefficient of the water stopping component in the pipe network area exceeds the early warning analysis coefficient threshold value, generating a component qualified signal and sending the component qualified signal to a server; if the early warning analysis coefficient of the water stopping component in the pipe network area does not exceed the early warning analysis coefficient threshold value, generating a component unqualified signal and sending the component unqualified signal to a server; and after receiving the unqualified construction signal, the server maintains and tidies the corresponding water stopping component.
4. The precast concrete culvert pipe water stop component operation supervision system based on big data according to claim 1, characterized in that the operation process of the same branch pipeline monitoring unit is as follows:
in the same operation task, acquiring the maximum osmotic pressure difference value corresponding to the same branch member and the osmotic water quantity difference of the adjacent same branch member in the water supply process of the pipe network area, and respectively comparing the maximum osmotic pressure difference value with the osmotic pressure difference threshold value and the osmotic water quantity difference threshold value:
if the maximum osmotic pressure difference value corresponding to the same branch member exceeds an osmotic pressure difference value threshold value and the osmotic water quantity difference of the adjacent same branch member exceeds an osmotic water quantity difference threshold value in the water supply process of the pipe network area, generating an operation fault signal and sending the operation fault signal to a server; if the maximum osmotic pressure difference value corresponding to the same branch member exceeds an osmotic pressure difference value threshold value and the osmotic water quantity difference of the adjacent same branch member does not exceed an osmotic water quantity difference threshold value in the water supply process of the pipe network area, generating an operation risk signal and sending the operation risk signal to a server;
if the maximum osmotic pressure difference value corresponding to the same branch member does not exceed the osmotic pressure difference value threshold value and the osmotic water quantity difference of the adjacent same branch member exceeds the osmotic water quantity difference threshold value in the water passing process of the pipe network area, judging to generate a member replacing signal and sending the member replacing signal to the server; if the maximum osmotic pressure difference value corresponding to the same branch member does not exceed the osmotic pressure difference value threshold value and the osmotic water quantity difference of the adjacent same branch member does not exceed the osmotic water quantity difference threshold value in the water supply process of the pipe network area, judging that the operation monitoring of the same branch member is qualified, generating a qualified signal of the same branch and sending the qualified signal of the same branch to the server.
5. The precast concrete culvert pipe water stop component operation supervision system based on big data according to claim 1, characterized in that the operation process of the branch pipeline monitoring unit is as follows:
in the process of matching adjacent pipe network areas, when a low-level pipe network area to a high-level pipe network area are taken as a matching sequence, the matching of the pipe network areas is marked as buffer matching; when the high-level pipe network area and the low-level pipe network area are taken as a matching sequence, the matching of the pipe network areas is marked as supercharging matching; and analyzing the buffer fit and the increase fit of the pipe network area.
6. The precast concrete culvert pipe water stop member operation supervision system based on big data according to claim 5, characterized in that the corresponding analysis process of buffer fit and increase fit of the pipe network area is as follows:
acquiring alternate cycles of buffer fit and pressurization fit of corresponding branch members in a pipe network area and the continuous operation duration of the pressurization fit of the corresponding branch members, and comparing the alternate cycles with an alternate cycle threshold range and a continuous operation duration threshold range respectively:
if the alternate cycle of the corresponding branch component buffer fit and pressurization fit in the pipe network area is within the alternate cycle threshold range, and the duration of the pressurization fit continuous operation of the corresponding branch component is within the duration threshold range, generating a branch component qualified signal and sending the branch component qualified signal to a server;
and if the alternate cycle of the buffer fit and the pressurization fit of the corresponding branch component in the pipe network area is not in the alternate cycle threshold range, or the continuous operation time length of the pressurization fit of the corresponding branch component is not in the continuous operation time length threshold range, generating an unqualified branch component signal and sending the unqualified branch component signal to the server.
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