CN117349948B

CN117349948B - Processing method and system based on hydraulic engineering safety monitoring model

Info

Publication number: CN117349948B
Application number: CN202311642558.5A
Authority: CN
Inventors: 唐朝辉; 沈杰; 顾春晓; 王明; 金旺; 王童童
Original assignee: Harbin Jinrui Water Conservancy Engineering Design Co ltd
Current assignee: Harbin Jinrui Water Conservancy Engineering Design Co ltd
Priority date: 2023-12-04
Filing date: 2023-12-04
Publication date: 2024-04-26
Anticipated expiration: 2043-12-04
Also published as: CN117349948A

Abstract

The invention provides a processing method and a processing system based on a hydraulic engineering safety monitoring model, wherein a first foundation pit twin space is constructed according to initial water level information and main body data; calculating according to the initial water level information and the main body data to obtain the water seepage quantity; calculating according to the water seepage amount, the reference water pumping speed of the water pump and the reference power of the water pump to obtain first power; if the first power is smaller than or equal to the maximum power of the water suction pump, pumping the water leakage at the first number of water collection wells to the recharging wells based on the control of the water suction pump by the first power to form a second foundation pit twin space; and if the first power is larger than the maximum power of the water suction pumps, obtaining a second number of the water suction pumps and the second power of each water suction pump according to the ratio of the first power to the maximum power of the water suction pumps, controlling the second number of the water suction pumps in the first foundation pit twin space, and pumping the penetrating water at the water collection wells of the first number to the recharging wells by the second power to form a second foundation pit twin space.

Description

Processing method and system based on hydraulic engineering safety monitoring model

Technical Field

The invention relates to a data processing technology, in particular to a processing method and system based on a hydraulic engineering safety monitoring model.

Background

In the hydraulic engineering construction process, foundation pit excavation is an indispensable link. Foundation pit excavation means that a pit for constructing hydraulic engineering is formed by excavating soil and rock on the ground or underground, a water-bearing layer of the soil is cut off, groundwater is continuously infiltrated into the foundation pit, the operation condition of the underground engineering is hindered on one hand, the groundwater level of surrounding buildings is lowered due to continuous infiltration of the groundwater, the building is caused to sink, and the pavement is cracked, and collapse of the building is caused due to uneven sinking of the building in severe cases.

At present, a means commonly used is that a plurality of water collecting wells are communicated through drainage channels in a foundation pit, penetrating water is extracted from the water collecting wells to the recharging wells by utilizing a water suction pump, ground subsidence is prevented, but water penetration amounts corresponding to foundations at different geology positions are different, water suction power of the corresponding water suction pump is different, the water suction pump still can lead to ground water level falling due to too low water suction power, pavement cracking is caused, and a building is submerged, the water suction pump is too fast, and due to the fact that an originally excavated water-bearing layer is provided with corresponding ground water, the ground water level can be raised to some extent, and the pavement cracking floats.

Therefore, a scheme is needed to adjust the water pump with different water pumping powers according to the water seepage amount under different conditions, so that the ground water level is kept stable, and the surrounding building is not affected.

Disclosure of Invention

The embodiment of the invention provides a processing method and a processing system based on a hydraulic engineering safety monitoring model, which can carry out corresponding twin spaces on areas with different groundwater levels and different geology so as to obtain corresponding water seepage quantity, and calculate the pumping power of a pumping pump suitable for the current situation according to the water seepage quantity, thereby realizing the stability of the groundwater level and realizing that buildings around a foundation pit are not influenced.

In a first aspect of the embodiment of the present invention, a processing method based on a hydraulic engineering safety monitoring model is provided, including:

acquiring main body data of a foundation pit and initial water level information of the underground water level at a water level observation hole, and constructing a first foundation pit twin space according to the initial water level information and the main body data of the underground water level at the water level observation hole;

calculating according to the initial water level information and the main body data to obtain the water seepage quantity at the twin space of the first foundation pit, and calculating according to the water seepage quantity and the preset water seepage quantity to obtain the first quantity of the water collecting wells;

calculating according to the water seepage amount, the reference water pumping rate of the water pump and the reference power of the water pump to obtain first power;

If the first power is smaller than or equal to the maximum power of the water suction pump, pumping the water leakage at the first number of water collection wells into the recharging well based on the control of the water suction pump in the first foundation pit twin space, and forming a second foundation pit twin space;

If the first power is larger than the maximum power of the water suction pump, obtaining a second number of the water suction pumps and the second power of each water suction pump according to the ratio of the first power to the maximum power of the water suction pump, and controlling the second number of the water suction pumps to pump penetrating water at the first number of water collection wells into the recharging wells with the second power in the first foundation pit twin space to form a second foundation pit twin space;

And packaging and sending the second foundation pit twin space to corresponding constructors.

Optionally, in one possible implementation manner of the first aspect, the acquiring main body data of the foundation pit and initial water level information of the water level at the water level observation hole, and constructing a first foundation pit twin space according to the initial water level information of the water level at the water level observation hole and the main body data includes:

Acquiring main body data of a foundation pit and initial water level information of a water level at a water level observation hole, determining the substrate depth, the substrate area, the substrate top area, the side wall area of the foundation pit and the geographic position information of the foundation pit according to the main body data, and determining the soil category according to the geographic position information;

and constructing a soil twin sub-module according to the initial water level information and the soil category, constructing a foundation pit twin sub-module corresponding to the substrate depth, the substrate area and the foundation pit side wall area at the soil twin sub-module, constructing a corresponding building twin sub-module within a preset range of the foundation pit twin sub-module, and generating a first foundation pit twin space.

Optionally, in one possible implementation manner of the first aspect, the constructing a soil twin sub-module according to the initial water level information and the soil category, constructing a foundation pit twin sub-module corresponding to a substrate depth, a substrate area, a substrate surface area and a foundation pit side wall area at the soil twin sub-module, and constructing a corresponding building twin sub-module within a preset range of the foundation pit twin sub-module, to generate a first foundation pit twin space, including:

Constructing a soil twin sub-module according to the initial water level information and the soil category, selecting any area corresponding to the foundation area at the soil twin sub-module as a target area, and constructing a foundation pit twin sub-module corresponding to the foundation depth, the foundation area and the foundation pit side wall area at the target area;

Acquiring an actual center point of a foundation pit and one or more building areas within a preset range from the actual center point, establishing a first actual coordinate system by using the actual center point, and acquiring first actual distance information and first actual included angle information of the center point of each building area and the actual center point;

A virtual center point of the foundation pit twinning sub-module is obtained, a first virtual coordinate system corresponding to a first actual coordinate system is established by the virtual center point, and first virtual distance information and first virtual included angle information are determined according to the first actual distance information and the first actual included angle information;

Generating first virtual coordinate information corresponding to each building area according to the first virtual coordinate system, the first virtual distance information and the first virtual included angle information, establishing a corresponding preset building image of each building area to obtain a building twinning sub-module, overlapping a center point of the preset building image with a point corresponding to the first virtual coordinate information, adding the building twinning sub-module into the foundation pit twinning sub-module, and setting a recharging well between the foundation pit twinning sub-module and the building twinning sub-module to generate a first foundation pit twinning space.

Optionally, in a possible implementation manner of the first aspect, the disposing a recharging well between the foundation pit twinning sub-module and the building twinning sub-module includes:

Generating a first connecting line according to the virtual center point of the foundation pit twinning sub-module and the center point of the building twinning sub-module;

acquiring a first preset virtual distance, and determining recharging well coordinates on a first connecting line according to the first preset virtual distance and a virtual center point;

And adding the recharging well based on the recharging well coordinates.

Optionally, in one possible implementation manner of the first aspect, the calculating according to the initial water level information and the main data to obtain the water seepage amount at the twin space of the first foundation pit, and calculating according to the water seepage amount and the preset water seepage amount to obtain the first number of the water collecting wells includes:

determining the infiltration level of the soil according to the soil category, and determining the reference infiltration amount according to the infiltration level;

Obtaining a first permeability coefficient value according to the ratio of the substrate depth to the reference substrate depth, and obtaining a second permeability coefficient value according to the ratio of the substrate area to the reference substrate area;

calculating according to the reference water seepage amount, the initial water level information, the first seepage amount coefficient value and the second seepage amount coefficient value to obtain the seepage amount of the twin space of the first foundation pit;

calculating according to the water seepage quantity and the preset water seepage quantity to obtain a first quantity of water collecting wells;

A first number of water collection wells are provided at a foundation pit twinning sub-module in the twinning space.

Optionally, in one possible implementation manner of the first aspect, the calculating according to the water seepage amount, the reference pumping rate of the water pump, and the reference power of the water pump to obtain the first power includes:

obtaining a power adjustment coefficient according to the ratio of the water seepage quantity to the reference water pumping rate of the water pump;

And adjusting the reference power of the water pump according to the power adjustment coefficient to obtain the adjusted first power.

Optionally, in one possible implementation manner of the first aspect, if the first power is greater than the maximum power of the water pump, obtaining a second number of water pumps and the second power of each water pump according to a ratio of the first power to the maximum power of the water pump, and controlling the second number of water pumps in the first pit twin space to pump the penetrating water at the first number of water collecting wells into the recharging well with the second power, so as to form a second pit twin space, including:

If the first power is larger than the maximum power of the water pump, obtaining a second number of the water pumps and the second power of each water pump according to the ratio of the first power to the maximum power of the water pump;

The second number and the second power are obtained by the following formula,

，

Wherein,For the second quantity,/>For the first power,/>Is the maximum power of the water pump,/>Is the second power;

and controlling the second water suction pumps to pump the penetrating water at the first water collection wells to the recharging wells with second power in the twin space, so as to form a second foundation pit twin space.

Optionally, in one possible implementation manner of the first aspect, the method further includes:

Continuously monitoring the user behavior, and if the user actively inputs the third power of the water pump, adjusting the first power of the water pump to the third power;

If the third power is larger than the first power, generating an increase adjustment coefficient value according to the difference value between the third power and the first power, and increasing and adjusting the weight value of the first power according to the increase adjustment coefficient value to obtain the increased weight value of the first power;

The weight value of the increased first power is obtained by the following formula,

，

Wherein,For the weighted value of the increased first power,/>Is the weight value of the first power,/>For the third power,/>For the second power,/>To increase the constant value.

if the user actively inputs the fourth power of the water pump, the first power of the water pump is adjusted to be the fourth power, and the fourth power is smaller than the first power;

If the fourth power is smaller than the first power, generating a reduction adjustment coefficient value according to the difference value between the first power and the fourth power, and reducing and adjusting the weight value of the first power according to the reduction adjustment coefficient value to obtain a reduced weight value of the first power;

the weight value of the reduced first power is obtained by the following formula,

，

Wherein,For the reduced weight value of the first power,/>For the second power,/>For the fourth power,/>To reduce the constant value.

In a second aspect of the embodiment of the present invention, a processing system based on a hydraulic engineering safety monitoring model is provided, including:

The construction module is used for acquiring main body data of the foundation pit and initial water level information of the underground water level at the water level observation hole, and constructing a first foundation pit twin space according to the initial water level information of the underground water level at the water level observation hole and the main body data;

The first calculation module is used for calculating according to the initial water level information and the main body data to obtain the water seepage quantity at the twin space of the first foundation pit, and calculating according to the water seepage quantity and the preset water seepage quantity to obtain the first quantity of the water collecting wells;

The second calculation module is used for calculating according to the water seepage quantity, the reference water pumping rate of the water pump and the reference power of the water pump to obtain first power;

the first extraction module is used for extracting the water leakage at the first number of water collecting wells into the recharging well based on the control of the water suction pump in the first foundation pit twin space if the first power is smaller than or equal to the maximum power of the water suction pump, so as to form a second foundation pit twin space;

The second extraction module is used for obtaining a second number of the water pumps and the second power of each water pump according to the ratio of the first power to the maximum power of the water pumps if the first power is larger than the maximum power of the water pumps, and controlling the second number of the water pumps to extract penetrating water at the water collecting wells of the first number into the recharging well with the second power in the first foundation pit twin space to form a second foundation pit twin space;

And the packing module is used for packing and sending the second foundation pit twin space to corresponding constructors.

In a third aspect of an embodiment of the present invention, there is provided an electronic device including: a memory, a processor and a computer program stored in the memory, the processor running the computer program to perform the first aspect of the invention and the methods that the first aspect may relate to.

In a fourth aspect of embodiments of the present invention, there is provided a readable storage medium having stored therein a computer program for implementing the method of the first aspect and the various possible aspects of the first aspect when executed by a processor.

The invention has the advantages that:

1. According to the processing method and the processing system based on the hydraulic engineering safety monitoring model, a foundation pit twin space corresponding to reality can be constructed according to the groundwater level information and main body data information of a foundation pit, and a proper number of communicated water collecting wells are arranged at the base in the foundation pit twin space according to the seepage amount in the foundation pit twin space, so that seepage water can be well collected, meanwhile, too many water collecting wells are not excavated to waste manpower and material resources, pumping power of a corresponding water pump is calculated according to seepage amount to be displayed in the foundation pit twin space, and foundation pit twin space data are packed and sent to constructors for construction reference;

2. According to the technical scheme provided by the invention, the same soil twin submodule is constructed according to the initial water level information and the soil category in reality, any area which is the same as the area of the foundation pit top in reality is selected in the soil twin submodule to construct a corresponding foundation pit twin submodule, and the distance and the included angle between the actual center point of the foundation pit and the center point of each building area are synchronized to the foundation pit twin submodule, so that the generated foundation pit twin space corresponds to the foundation pit needed to be excavated in the follow-up reality one by one, the user can conveniently perform corresponding construction according to the prior simulation of the foundation pit twin space, the error rate is reduced, the construction efficiency of foundation pit engineering is improved, and the recharging well is arranged on the connecting line of the center point of the foundation pit and the center point of the building area, thereby better avoiding the influence of the underground water level on a building;

3. According to the technical scheme provided by the invention, the adaptive calculation is carried out according to the difference of the initial water level of the underground and the main data of the foundation pit to obtain the corresponding water seepage amount, the corresponding water seepage amount is larger as the excavation depth is deeper, the corresponding water seepage amount is larger as the excavation area is larger, the first number of the corresponding required water collecting wells is obtained according to the initial water seepage amount, and the corresponding construction is conveniently carried out by subsequent staff directly according to the first number of the water collecting wells in the twin space of the foundation pit;

4. According to the technical scheme provided by the invention, the pumping power of the pumping pump is adjusted according to the seepage amount of the foundation pit, so that the current pumping power is matched with the seepage amount, the stability of the underground water level is maintained, sinking, floating and the like of a building are avoided, all model data are displayed in the twin space of the foundation pit, the data are packed and sent to engineers, and the engineers can obtain visual and accurate data to directly perform corresponding construction in reality;

5. According to the technical scheme provided by the invention, the system monitors and actively learns the user behavior and interacts with the user, if the user finds that the total power of the water pump is too small, a larger value is actively input, if the user finds that the total power of the water pump is too large, a smaller value is actively input, then the system actively records and learns the power value of the water pump actively input by the user, and continuously updates the weight value of the first power in a learning way, so that the first power automatically calculated later is more fit with the actual situation.

Drawings

FIG. 1 is a flow chart of a processing method based on a hydraulic engineering safety monitoring model;

FIG. 2 is a flow chart of a method for constructing a first foundation pit twin space provided by the invention;

FIG. 3 is a schematic structural diagram of a processing system based on a hydraulic engineering safety monitoring model;

fig. 4 is a schematic diagram of a hardware structure of an electronic device according to the present invention.

Detailed Description

For the purpose of making the objects, technical solutions and advantages of the embodiments of the present invention more apparent, the technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is apparent that the described embodiments are only some embodiments of the present invention, not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.

The terms "first," "second," "third," "fourth" and the like in the description and in the claims and in the above drawings, if any, are used for distinguishing between similar objects and not necessarily for describing a particular sequential or chronological order. It is to be understood that the data so used may be interchanged where appropriate such that the embodiments of the invention described herein may be implemented in sequences other than those illustrated or otherwise described herein.

It should be understood that, in various embodiments of the present invention, the sequence number of each process does not mean that the execution sequence of each process should be determined by its functions and internal logic, and should not constitute any limitation on the implementation process of the embodiments of the present invention.

It should be understood that in the present invention, "comprising" and "having" and any variations thereof are intended to cover non-exclusive inclusion, such that a process, method, system, article, or apparatus that comprises a list of steps or elements is not necessarily limited to those steps or elements that are expressly listed or inherent to such process, method, article, or apparatus.

It should be understood that in the present invention, "plurality" means two or more. "and/or" is merely an association relationship describing an association object, meaning that there may be three relationships, e.g., a and/or B, may represent: a exists alone, A and B exist together, and B exists alone. The character "/" generally indicates that the context-dependent object is an "or" relationship. "comprising A, B and C", "comprising A, B, C" means that all three of A, B, C are comprised, "comprising A, B or C" means that one of A, B, C is comprised, "comprising A, B and/or C" means that any 1 or any 2 or 3 of A, B, C are comprised.

It should be understood that in the present invention, "B corresponding to a", "a corresponding to B", or "B corresponding to a" means that B is associated with a, from which B can be determined. Determining B from a does not mean determining B from a alone, but may also determine B from a and/or other information. The matching of A and B is that the similarity of A and B is larger than or equal to a preset threshold value.

As used herein, the term "if" may be interpreted as "at … …" or "at … …" or "in response to a determination" or "in response to a detection", depending on the context.

The technical scheme of the invention is described in detail below by specific examples. The following embodiments may be combined with each other, and some embodiments may not be repeated for the same or similar concepts or processes.

The invention provides a processing method based on a hydraulic engineering safety monitoring model, which is shown in figure 1 and comprises the following steps:

And step S110, acquiring main body data of the foundation pit and initial water level information of the underground water level at the water level observation hole, and constructing a first foundation pit twin space according to the initial water level information and the main body data of the underground water level at the water level observation hole.

According to the technical scheme provided by the invention, main body data of a foundation pit to be excavated and initial water level information of the groundwater level at a water level observation hole are obtained, wherein the main body data of the foundation pit comprises: base depth, base area, base roof area, foundation pit sidewall area, and geographic location information of the foundation pit, such as: the depth of the foundation pit can be 4 meters, the area of the base can be 10 square meters, the area of the base top can be 20 square meters, the area of the side wall of the foundation pit can be 40 square meters, and the geographic position information of the foundation pit can be longitude and latitude information or street information, the method is not limited herein, a first foundation pit twin space is constructed according to the initial water level information and main body data of the underground water level at the water level observation hole, the follow-up direct construction can be facilitated, the first foundation pit twin space corresponding to reality is constructed according to the main body data and the initial water level information of the foundation pit, the user can be directly subjected to data display after construction, and the follow-up direct construction is facilitated.

In one possible implementation manner, as shown in fig. 2, step S110 specifically includes:

Step 1101, obtaining main body data of the foundation pit and initial water level information of the groundwater level at the water level observation hole, determining the substrate depth, the substrate area, the substrate top area, the side wall area of the foundation pit and the geographic position information of the foundation pit according to the main body data, and determining the soil category according to the geographic position information.

According to the technical scheme provided by the invention, main body data of a foundation pit to be constructed and initial water level information of the groundwater level at a water level observation hole of an excavated foundation pit area are obtained, for example: the main data of the foundation pit to be excavated are as follows: the depth of the foundation pit can be 4 meters, the area of the base can be 10 square meters, the area of the base top can be 20 square meters, the area of the side wall of the foundation pit can be 40 square meters, and the foundation pit is positioned on the street A to obtain the corresponding soil type of the street A, wherein the soil type can be sandy soil, loam and clay, and the soil type can be understood that sandy soil has coarse particles, high water seepage speed and poor water retention performance; the loam has good ventilation performance, general particles, general water seepage speed and general water retention performance; the clay has high viscosity, less gaps in the soil and is not easy to ventilate and leak air, so that the sandy soil has strongest water permeability, the loam soil has worst water permeability, and the clay has different soil types corresponding to different geographic positions and different initial water level information, so that corresponding soil twinning sub-modules are established, and the corresponding permeability of the soil is determined according to the different soil types.

And step 1102, constructing a soil twin sub-module according to the initial water level information and the soil category, constructing a foundation pit twin sub-module corresponding to the substrate depth, the substrate area and the foundation pit side wall area at the soil twin sub-module, constructing a corresponding building twin sub-module within a preset range of the foundation pit twin sub-module, and generating a first foundation pit twin space.

According to the technical scheme provided by the invention, the system can construct the soil twin sub-module according to the initial water level information and the soil category, and can understand that the soil twin sub-module consistent with the initial water level information and the soil category in reality is constructed according to the initial water level information and the soil category data, the foundation pit twin sub-module corresponding to the depth of the substrate, the area of the top surface of the substrate and the area of the side wall of the foundation pit is constructed at the soil twin sub-module, and the corresponding building twin sub-module is constructed within the preset range of the foundation pit twin sub-module.

In a possible implementation manner, the step S1102 specifically includes:

And constructing a soil twin submodule according to the initial water level information and the soil category, selecting any area corresponding to the foundation area at the soil twin submodule as a target area, and constructing a foundation pit twin submodule corresponding to the foundation depth, the foundation area and the side wall area of the foundation pit at the target area.

According to the technical scheme provided by the invention, the system constructs a soil twin submodule according to the initial water level information and the soil type, the soil in the twin space is constructed according to the soil type, the groundwater level information at the soil is constructed according to the initial water level information, so that a corresponding soil twin submodule is generated, any area corresponding to the area of the foundation pit surface is selected at the soil twin submodule as a target area, the foundation pit twin submodule corresponding to the depth of the foundation pit, the area of the foundation pit surface and the area of the side wall of the foundation pit is constructed at the target area, after the soil twin submodule is built, an area corresponding to the area of the foundation pit in main data is selected at the soil to construct the foundation pit corresponding to the depth of the foundation pit, the area of the foundation pit and the area of the side wall of the foundation pit, for example: the area of the foundation roof of actual construction is 50 square meters, the area of a target area corresponding to the soil twin sub-module can be obtained through calculation according to a fixed proportion, namely the area of a virtual foundation roof can be 0.5 square meter, the proportion is 100:1, and therefore construction of a foundation pit is achieved, data are consistent with real data, the position of a building area can be obtained conveniently according to the position of the foundation pit, and the corresponding building twin sub-module is constructed.

The method comprises the steps of obtaining an actual center point of a foundation pit, and one or more building areas within a preset range from the actual center point, establishing a first actual coordinate system by the actual center point, and obtaining first actual distance information and first actual included angle information of the center point of each building area and the actual center point.

According to the technical scheme provided by the invention, the actual center point of the foundation pit is obtained, the foundation pit is generally in a rectangular or square regular pattern, the actual center point at the foundation pit is determined according to the foundation pit area, and one or more building areas within the preset range of the actual center point, the building areas around the foundation pit are determined, a first actual coordinate system is established according to the actual center point, the first actual distance information and the first actual included angle information of the center points of the building areas and the actual center point are obtained, if the building areas are irregular images, corresponding regular images are generated according to the maximum abscissa, the minimum abscissa, the maximum ordinate and the minimum ordinate of the building areas, so that the corresponding building area center point is obtained, the first actual distance information and the first actual included angle information of the building area center point and the actual center point can be obtained according to the first actual coordinate system, the first actual distance information and the first actual included angle information can be conveniently and subsequently established in a corresponding twin-type space in accordance with the first actual distance information and the first actual included angle information, and the twin-type space can be conveniently and directly constructed in a corresponding twin-type of the foundation pit according to the following user.

And acquiring a virtual center point of the foundation pit twinning sub-module, establishing a first virtual coordinate system corresponding to a first actual coordinate system by using the virtual center point, and determining first virtual distance information and first virtual included angle information according to the first actual distance information and the first actual included angle information.

According to the technical scheme provided by the invention, the virtual center point of the foundation pit twinning sub-module is obtained, the center point of the foundation pit twinning sub-module corresponding to the base top area is obtained as the virtual center point in the same way as the actual center point of the foundation pit is obtained, and a first virtual coordinate system corresponding to the first actual coordinate system is established at the virtual center point, and the first virtual coordinate system corresponding to the first actual coordinate system can be established according to the proportion of 100:1 of the previous base top area, the corresponding first virtual distance information is determined according to the first actual distance information, and the first virtual included angle information is determined according to the first actual included angle information, for example: and B, the first actual distance information of the building from the virtual center point is 100 meters, the angle is 30 degrees, the corresponding first virtual distance information is 1 meter, the first virtual included angle information is 30 degrees, the first virtual distance information and the first virtual included angle information are determined according to the first actual distance information and the first actual included angle information, the first virtual coordinate information is conveniently and subsequently obtained, and the building is placed at the first virtual coordinate information.

According to the technical scheme provided by the invention, the system generates first virtual coordinate information corresponding to each building area according to the first virtual coordinate system, the first virtual distance information and the first virtual included angle information, and it can be understood that the system determines the first virtual coordinate information corresponding to each building area according to the first virtual distance information and the first virtual included angle information on the first virtual coordinate system, and at the moment, each building area corresponds to one first virtual coordinate information, and it can be understood that the first virtual coordinate information is a combination of the first virtual distance information and the first virtual included angle information, for example: the first virtual coordinate information may be (1 m, 30 °), a corresponding preset building image of each building area is established to obtain a building twinning sub-module, it may be understood that a preset building image corresponding to a building in each building area is constructed in advance to obtain a building twinning sub-module, a center point of the preset building image coincides with a point corresponding to the first virtual coordinate information, the building twinning sub-module is added to the foundation pit twinning sub-module, it may be understood that adding a building to the foundation pit twinning sub-module at this time is equivalent to adding a recharging well to a connection point between the foundation pit twinning sub-module and the building twinning sub-module, a foundation pit corresponding to a construction requirement is generated from a corresponding first foundation pit twinning space, and the recharging well is arranged on a connection line of the virtual center point and the first virtual coordinate information, thereby generating the first foundation pit twinning space, facilitating a subsequent user to directly adjust data of the twinning space, and directly display the user, and facilitating a subsequent user to directly display the foundation pit according to the data of the construction space.

In one possible implementation manner, the recharging well is arranged between the foundation pit twin sub-module and the building twin sub-module, and the recharging well comprises:

and generating a first connecting line according to the virtual center point of the foundation pit twinning sub-module and the center point of the building twinning sub-module.

According to the technical scheme provided by the invention, the virtual center point of the foundation pit twin sub-module and the center point of the building twin sub-module are connected by the system to generate the first connection line, so that the recharging well can be conveniently arranged on the first connection line subsequently.

And acquiring a first preset virtual distance, and determining the recharging well coordinates on the first connecting line according to the first preset virtual distance and the virtual center point.

According to the technical scheme, the system can acquire a first preset virtual distance, and the coordinates of the recharging well on the first connecting line are determined according to the first preset virtual distance and the virtual center point, wherein the first preset virtual distance can be set manually in advance, and it can be understood that a point which is the first preset virtual distance from the virtual center point is acquired on the first connecting line and serves as the coordinates of the recharging well, an included angle of the first connecting line can be acquired according to the first connecting line and the first virtual coordinate system, the first preset virtual distance is acquired on the first connecting line and the coordinates of the recharging well are acquired according to the included angle of the first connecting line and the first preset virtual distance.

And adding the recharging well based on the recharging well coordinates.

According to the technical scheme provided by the invention, the recharging well is added based on the recharging well coordinates, wherein the recharging well can be a preset recharging well image, the preset recharging well image is arranged at the corresponding recharging well coordinates, and the preset recharging well image can be understood to correspond to the recharging well with the same specification.

And calculating the first virtual distance information of the center point of the foundation pit twinning sub-module and the center point of each building twinning sub-module within a preset range with the reference placement distance to obtain a second placement distance.

According to the technical scheme provided by the invention, the system can generate the adjustment value by the ratio of the first virtual distance information of the center point of the foundation pit twin submodule and the center point of each building twin submodule in the preset range to the reference distance of the center point and the peripheral building, and adjust the reference placement distance according to the adjustment value, so that the corresponding second placement distance is calculated, and it can be understood that the larger the first virtual distance information is, the larger the corresponding second placement distance is.

The second placement distance is obtained by the following formula,

，

Wherein,For the second distance of placement,/>For the first virtual distance information,/>Is the reference distance between the central point and the surrounding building,/>For the reference placement distance, it can be understood that the first virtual distance information/>Distance from the second placeProportional to the ratio.

And determining the recharging well coordinates on the first connecting line according to the second placing distance and the virtual center point.

According to the technical scheme, the point which is at the second placement distance from the virtual center point is determined on the first connecting line as the recharging well coordinate, and it can be understood that the recharging well is arranged at the edge position of the foundation pit according to the reasonable arrangement of the corresponding recharging well position between the building area and the foundation pit, for example, the foundation pit is arranged at the position closer to the foundation pit when the building area is closer to the foundation pit, the influence on the building is reduced, if the building is far from the foundation pit, a limit distance is preset, and the recharging well is arranged at the limit distance, and if the calculated second placement distance of the recharging well is in the foundation pit, the recharging well is arranged at the edge position of the foundation pit according to the reasonable arrangement of the recharging well position corresponding to the distance of the building, so that the influence on the surrounding building is reduced.

And adding the recharging well based on the recharging well coordinates.

And step S120, calculating according to the initial water level information and the main body data to obtain the water seepage quantity at the twin space of the first foundation pit, and calculating according to the water seepage quantity and the preset water seepage quantity to obtain the first quantity of the water collecting wells.

According to the technical scheme, the system can calculate according to the initial water level information and the main body data to obtain the water seepage amount at the twin space of the first foundation pit, wherein the main body data comprises the depth of the substrate, the area of the substrate and the soil type, it can be understood that the reference water seepage amount can be determined according to the soil type, the corresponding water seepage amount is larger when the depth of the foundation pit is deeper, the corresponding water seepage amount is larger when the bottom area of the foundation pit is larger, the corresponding water seepage amount is larger when the underground water level is higher, the water seepage amount at the twin space of the first foundation pit is obtained through comprehensive calculation, the first number of water collecting wells is obtained through calculation according to the water seepage amount and the preset water seepage amount, the corresponding number of water collecting wells is adaptively arranged according to the water seepage amount, it can be understood that the preset water seepage amount can be artificially set in advance, the water collecting amount of the water collecting well with a fixed specification can be used for each hour, the user can directly perform corresponding construction according to the display data in the twin space, and accurate and clear standard data can be referred to constructors.

In one possible implementation manner, the step S120 specifically includes:

and determining the infiltration level of the soil according to the soil category, and determining the reference infiltration amount according to the infiltration level.

According to the technical scheme provided by the invention, the system can determine the infiltration level of the soil according to the soil type, and it can be understood that the soil type determines the infiltration level of the soil, for example: the method comprises the steps of sand, loam and clay, wherein the infiltration level of the sand can be 3, the infiltration level of the loam can be 2, the infiltration level of the clay can be 1, the larger the infiltration amount is, the quantization treatment is carried out on the infiltration amount of the corresponding infiltration level, the reference infiltration amount of each infiltration level is obtained, the subsequent calculation of the infiltration amount of the foundation pit according to the reference infiltration amount is convenient, and different infiltration amounts can be obtained according to the difference of the foundation pit.

And obtaining a first permeability coefficient value according to the ratio of the substrate depth to the reference substrate depth, and obtaining a second permeability coefficient value according to the ratio of the substrate area to the reference substrate area.

According to the technical scheme provided by the invention, the system can obtain the corresponding first permeability coefficient value according to the ratio of the substrate depth to the reference substrate depth, and obtain the second permeability coefficient value according to the ratio of the substrate area to the reference substrate area, so that the reference permeability is convenient to adjust according to the first permeability coefficient value and the second permeability coefficient value.

And calculating according to the reference water seepage quantity, the initial water level information, the first seepage quantity coefficient value and the second seepage quantity coefficient value to obtain the water seepage quantity at the twin space of the first foundation pit.

According to the technical scheme provided by the invention, the system can adjust the reference water seepage amount according to the initial water level information, the first seepage amount coefficient value and the second seepage amount coefficient value to obtain the water seepage amount at the twin space of the first foundation pit, and it can be understood that the larger the depth of the base is, the smaller the corresponding water seepage amount is, the larger the area of the base is, the larger the corresponding water seepage amount is, the smaller the area of the base is, the larger the corresponding water seepage amount is, the larger the initial water level information is, the reference water seepage amount is adjusted by the three, so that the water seepage amount at the twin space of the first foundation pit is obtained, the corresponding required water collecting well number is conveniently calculated according to the corresponding water seepage amount, and the user can conveniently construct according to the water collecting well number displayed in the twin space.

And calculating according to the water seepage quantity and the preset water seepage quantity to obtain the first quantity of the water collecting wells.

According to the technical scheme provided by the invention, the system can calculate according to the water seepage amount and the preset seepage amount to obtain the first quantity of the corresponding water collecting wells, wherein the preset seepage amount can be set manually in advance, or can be obtained by quantifying the quantity of the seepage water collected by each water collecting well according to the history by a user, for example: the amount of collected seepage water of 2 water collecting wells with the same specification in the historical construction is 10 cubic meters/h and 8 cubic meters/h respectively, the average value is 9 cubic meters/h, and the calculation is carried out according to the seepage water amount of the foundation pit and the preset seepage water amount, so that the first amount of corresponding water collecting wells is obtained, for example: the seepage water volume of the foundation pit can be 90 cubic meters/h, the number of the water collecting wells is 10, and 10 water collecting wells with the same specification can be arranged at the bottom of the foundation pit.

The amount of water penetration and the first amount are obtained by the following formula,

，

Wherein,Is a constant value,/>For water seepage volume,/>For reference water seepage quantity,/>For initial water level information,/>Time value of water penetration,/>Is the reference water level information,/>Is water level weight value,/>For the depth of the substrate,/>For reference substrate depth,/>Is the base depth weight value,/>Is the area of the substrate,/>For the reference substrate area,/>Is the substrate area weight value,/>For the first quantity,/>For presetting the penetration quantity,/>Is the preset number of water collecting wells, wherein/(Real-time water level information is real-time water level information/>And water seepage rate/>Proportional to the depth of the substrate/>And water seepage rate/>Proportional to the area of the substrate/>And water seepage rate/>Proportional, it is understood that the depth of the substrate/>The larger the corresponding water seepage amount/>The larger the substrate area/>The larger the corresponding water seepage amountThe larger;

According to the technical scheme provided by the invention, the system can set the first number of the water collecting wells at the bottom of the foundation pit submodule according to the first number of the water collecting wells, and it can be understood that the corresponding water seepage amount of different foundation pits is different, the system can set the different numbers of the water collecting wells for different foundation pits, and observe by utilizing the twin space, so that a subsequent user can conveniently and directly perform corresponding construction according to the data in the twin space, the quality of the foundation pit is ensured, and the time for adjusting the foundation pit engineering in the subsequent process is saved.

And step 130, calculating according to the water seepage amount, the reference water pumping rate of the water pump and the reference power of the water pump to obtain first power.

According to the technical scheme provided by the invention, the system calculates according to the water seepage amount, the reference water pumping rate of the water pump and the reference power of the water pump to obtain the first power, and the larger the water seepage amount is, the larger the water pumping power of the water pump is correspondingly needed, the calculation is performed according to the water seepage amount, the reference water pumping rate of the water pump and the reference power corresponding to the water pump to obtain the first power, and the first power is the total power of the water pump.

In one possible implementation manner, the step S130 specifically includes:

and obtaining a power adjustment coefficient according to the ratio of the water seepage quantity to the reference water pumping rate of the water pump.

According to the technical scheme provided by the invention, the system can obtain the power adjustment coefficient according to the ratio of the water seepage amount to the reference water pumping rate of the water pump, and the larger the water seepage amount is, the larger the corresponding power adjustment coefficient is, so that the subsequent reference power adjustment of the water pump is facilitated.

According to the technical scheme provided by the invention, the system adjusts the reference power of the water pump according to the power adjustment coefficient, the reference power of the water pump is adjusted to be large correspondingly when the water seepage quantity is larger, and the reference power of the water pump is adjusted to be small correspondingly when the water seepage quantity is smaller, so that the adjusted first power is obtained.

The first power is obtained by the following formula,

，

Wherein,For the first power,/>For water seepage volume,/>For the reference pumping rate,/>For reference power,/>Is the weight value of the first power, wherein, the seepage amount/>And the first power/>Proportional to the ratio.

According to the technical scheme provided by the invention, the first power of the corresponding water suction pump can be determined according to the water seepage amount, and it can be understood that the larger the water seepage amount is, the larger the corresponding first power is, so that the subsequent determination of the number of the water suction pumps and the average power of the water suction pumps according to the first power is facilitated.

And step 140, if the first power is smaller than or equal to the maximum power of the water suction pump, pumping the water leakage at the first number of water collection wells into the recharging wells based on the control of the water suction pump in the first foundation pit twin space, and forming a second foundation pit twin space.

According to the technical scheme provided by the invention, if the first power is smaller than or equal to the maximum power of the water suction pump, the corresponding water suction task can be completed by only one water suction pump at the moment, the water leakage at the first number of water collection wells is extracted in the first foundation pit twin space based on the control of the water suction pump by the first power, wherein the water collection wells are communicated with each other, the penetrating water is extracted into the recharging well, a second foundation pit twin space is formed, the corresponding water suction power can be displayed in the second foundation pit twin space, and the reasonable adjustment of subsequent users is facilitated.

And step S150, if the first power is larger than the maximum power of the water pumps, obtaining a second number of the water pumps and the second power of each water pump according to the ratio of the first power to the maximum power of the water pumps, and controlling the second number of the water pumps to pump the penetrating water at the water collecting wells of the first number into the recharging well with the second power in the first foundation pit twin space to form a second foundation pit twin space.

According to the technical scheme provided by the invention, if the first power is larger than the maximum power of the water pumps, a plurality of water pumps are required to work at the moment, the second number of the water pumps and the second power of each water pump are obtained according to the ratio of the first power to the maximum power of the water pumps, the second number of the water pumps are controlled in the first foundation pit twin space to pump the penetrating water at the water collecting well of the first number into the recharging well by the second power, and it is understood that the second number of the water pumps and the corresponding power of each water pump can be obtained according to the ratio of the total power to the maximum power of the water pumps and rounded upwards, so that the pumping of the penetrating water at the water collecting well is realized, the recharging is carried out into the recharging well, the second foundation pit twin space is formed, the corresponding water pumping power can be displayed in the second foundation pit twin space, and reasonable adjustment is convenient for subsequent users, and the power and the water seepage of the water pumps are matched.

In one possible implementation manner, the step S150 specifically includes:

And if the first power is larger than the maximum power of the water pumps, obtaining the second number of the water pumps and the second power of each water pump according to the ratio of the first power to the maximum power of the water pumps.

According to the technical scheme provided by the invention, if the first power is larger than the maximum power of the water pumps, the fact that a plurality of water pumps are required to work is indicated, the second number of the water pumps is obtained according to the ratio of the first power to the maximum power of the water pumps and the upward rounding, the second power of each water pump is obtained according to the ratio of the first power to the second number, the power of the corresponding water pump is directly calculated, and the corresponding extraction is carried out on the permeable water in the foundation pit.

The second number and the second power are obtained by the following formula,

，

Wherein,For the second quantity,/>For the first power,/>Is the maximum power of the water pump,/>Is the second power, wherein the first power/>And a second number/>Proportional, first power/>And second power/>Proportional to the ratio.

According to the technical scheme provided by the invention, when the second number of the water pumps and the second power of each water pump are calculated, the second number of the water pumps are controlled in the twin space, and the penetrating water at the water collecting well of the first number is pumped into the recharging well by the second power, so that a subsequent user can conveniently and directly refer to the data in the twin space to perform subsequent construction.

In one possible implementation manner, the technical scheme provided by the invention further comprises:

And continuously monitoring the user behavior, and if the user actively inputs the third power of the water pump, adjusting the first power of the water pump to the third power.

According to the technical scheme provided by the invention, the system can continuously monitor the user behavior, if the user actively inputs the third power of the water pump, the user can actively input the third power if the user finds that the water pumping power of the water pump is too high or too low, then the first power of the water pump is adjusted to be the third power, and the corresponding power adjustment is conveniently carried out according to the power actively input by the user.

If the third power is larger than the first power, generating an increase adjustment coefficient value according to the difference value between the third power and the first power, and increasing and adjusting the weight value of the first power according to the increase adjustment coefficient value to obtain the increased weight value of the first power.

According to the technical scheme provided by the invention, if the third power is larger than the first power, an increase adjustment coefficient value is generated according to the difference value between the third power and the first power, the weight value of the first power is increased and adjusted according to the increase adjustment coefficient value, the increased weight value of the first power is obtained, and it can be understood that when the third power actively input by a user is larger than the first power, the current first power is considered to be too small by the user, so that the total power of the water pump is increased, the weight value of the first power is trained and adjusted according to the difference value between the third power and the first power, and accordingly, the corresponding increased weight value of the first power is obtained, and the first power of the water pump automatically calculated later is enabled to fit with the actual requirement of the user.

，

Wherein,For the weighted value of the increased first power,/>Is the weight value of the first power,/>For the third power,/>For the second power,/>To increase the constant value, where/>To increase the adjustment coefficient value, increase the adjustment coefficient value/>And the weight value/>, of the increased first powerProportional to the ratio.

And if the user actively inputs the fourth power of the water pump, adjusting the first power of the water pump to the fourth power.

According to the technical scheme provided by the invention, if a user actively inputs the fourth power of the water pump, the first power of the water pump, namely the total power, is indicated to be problematic, corresponding adjustment is actively performed, and the first power of the water pump is adjusted to the fourth power.

And if the fourth power is smaller than the first power, generating a reduction adjustment coefficient value according to the difference value between the first power and the fourth power, and reducing and adjusting the weight value of the first power according to the reduction adjustment coefficient value to obtain the reduced weight value of the first power.

According to the technical scheme provided by the invention, if the fourth power is smaller than the first power, a reduction adjustment coefficient value is generated according to the difference value between the first power and the fourth power, and it can be understood that the fourth power actively input by a user is smaller than the first power, which means that the user finds that the first power of the water pump is too large in total power at the moment, active reduction processing is performed, the reduction adjustment coefficient value is generated according to the difference value between the first power and the fourth power, and the weight value of the first power is subjected to reduction training adjustment according to the reduction adjustment coefficient value, so that the corresponding reduced weight value of the first power is obtained, and the first power of the water pump automatically calculated later is attached to the actual requirement of the user.

，

Wherein,For the reduced weight value of the first power,/>For the second power,/>For the fourth power,/>To reduce the constant value,/>To reduce the adjustment coefficient value, it is understood that the adjustment coefficient value/>And the weight value/>, of the reduced first powerInversely proportional.

According to the technical scheme provided by the invention, the system can interact with a user, and the power value of the water suction pump which is actively input by the user is actively recorded to perform automatic training learning, so that the first power value which is subsequently calculated and output is more fit with the actual requirement of the user, the dryness in the foundation pit is kept, the subsequent construction is convenient, and meanwhile, the stability of the underground water level is kept.

And step 160, packaging and sending the second foundation pit twin space to corresponding constructors.

According to the technical scheme provided by the invention, the system can package all construction data of the second foundation pit twin space after continuous learning and self-updating and send the construction data to corresponding constructors, and the construction data which are accurate and visual are directly sent to the constructors, so that the constructors can conveniently carry out subsequent construction.

In order to better realize the processing method based on the hydraulic engineering safety monitoring model provided by the invention, the invention also provides a processing system based on the hydraulic engineering safety monitoring model, as shown in fig. 3, which comprises the following steps:

Fig. 4 is a schematic hardware structure of an electronic device according to an embodiment of the present invention, where the electronic device 4 includes: a processor 41, a memory 42 and a computer program; wherein the method comprises the steps of

A memory 42 for storing the computer program, which may also be a flash memory (flash). Such as application programs, functional modules, etc. implementing the methods described above.

A processor 41 for executing the computer program stored in the memory to implement the steps executed by the apparatus in the above method. Reference may be made in particular to the description of the embodiments of the method described above.

Alternatively, the memory 42 may be separate or integrated with the processor 41.

When the memory 42 is a device separate from the processor 41, the apparatus may further include:

a bus 43 for connecting the memory 42 and the processor 41.

The present invention also provides a readable storage medium having stored therein a computer program for implementing the methods provided by the various embodiments described above when executed by a processor.

The readable storage medium may be a computer storage medium or a communication medium. Communication media includes any medium that facilitates transfer of a computer program from one place to another. Computer storage media can be any available media that can be accessed by a general purpose or special purpose computer. For example, a readable storage medium is coupled to the processor such that the processor can read information from, and write information to, the readable storage medium. In the alternative, the readable storage medium may be integral to the processor. The processor and the readable storage medium may reside in an Application SPECIFIC INTEGRATED Circuits (ASIC). In addition, the ASIC may reside in a user device. The processor and the readable storage medium may reside as discrete components in a communication device. The readable storage medium may be read-only memory (ROM), random-access memory (RAM), CD-ROMs, magnetic tape, floppy disk, optical data storage device, etc.

The present invention also provides a program product comprising execution instructions stored in a readable storage medium. The at least one processor of the device may read the execution instructions from the readable storage medium, the execution instructions being executed by the at least one processor to cause the device to implement the methods provided by the various embodiments described above.

In the above embodiment of the apparatus, it should be understood that the Processor may be a central processing unit (english: central Processing Unit, abbreviated as CPU), but may also be other general purpose processors, digital signal processors (english: DIGITAL SIGNAL Processor, abbreviated as DSP), application specific integrated circuits (english: application SPECIFIC INTEGRATED Circuit, abbreviated as ASIC), and the like. A general purpose processor may be a microprocessor or the processor may be any conventional processor or the like. The steps of a method disclosed in connection with the present invention may be embodied directly in a hardware processor for execution, or in a combination of hardware and software modules in a processor for execution.

Finally, it should be noted that: the above embodiments are only for illustrating the technical solution of the present invention, and not for limiting the same; although the invention has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some or all of the technical features thereof can be replaced by equivalents; such modifications and substitutions do not depart from the spirit of the invention.

Claims

1. A processing method based on a hydraulic engineering safety monitoring model is characterized by comprising the following steps:

Packaging and sending the second foundation pit twin space to a corresponding constructor;

the method for constructing the twin space of the first foundation pit comprises the steps of:

2. The method of claim 1, wherein the step of determining the position of the substrate comprises,

The construction of a soil twin sub-module according to the initial water level information and the soil category, the construction of a foundation pit twin sub-module corresponding to the substrate depth, the substrate area and the foundation pit side wall area at the soil twin sub-module, the construction of a corresponding building twin sub-module within a preset range of the foundation pit twin sub-module, and the generation of a first foundation pit twin space comprise the following steps:

3. The method of claim 2, wherein the step of determining the position of the substrate comprises,

The recharging well is arranged between the foundation pit twinning sub-module and the building twinning sub-module, and the recharging well comprises:

And adding the recharging well based on the recharging well coordinates.

4. The method of claim 3, wherein the step of,

Calculating according to the initial water level information and the main body data to obtain the water seepage quantity of the twin space of the first foundation pit, and calculating according to the water seepage quantity and the preset water seepage quantity to obtain the first quantity of the water collecting wells, wherein the calculating comprises the following steps:

5. The method of claim 4, wherein the step of determining the position of the first electrode is performed,

The calculating according to the water seepage amount, the reference water pumping rate of the water pump and the reference power of the water pump to obtain a first power comprises the following steps:

6. The method of claim 5, wherein the step of determining the position of the probe is performed,

If the first power is greater than the maximum power of the water pump, obtaining a second number of water pumps and the second power of each water pump according to the ratio of the first power to the maximum power of the water pump, controlling the second number of water pumps to pump the penetrating water at the water collecting wells of the first number into the recharging well with the second power in the first foundation pit twin space, and forming a second foundation pit twin space, wherein the method comprises the following steps:

The second number and the second power are obtained by the following formula,

，

7. The method as recited in claim 6, further comprising:

，

Wherein,For the weighted value of the increased first power,/>Is the weight value of the first power,/>For the third power level to be the same,For the second power,/>To increase the constant value.

8. The method as recited in claim 7, further comprising:

，

9. A processing system based on hydraulic engineering safety monitoring model is characterized by comprising:

the packing module is used for packing and sending the second foundation pit twin space to corresponding constructors;