CN112132458B - Hydraulic engineering intelligent analysis system based on big data - Google Patents
Hydraulic engineering intelligent analysis system based on big data Download PDFInfo
- Publication number
- CN112132458B CN112132458B CN202011004125.3A CN202011004125A CN112132458B CN 112132458 B CN112132458 B CN 112132458B CN 202011004125 A CN202011004125 A CN 202011004125A CN 112132458 B CN112132458 B CN 112132458B
- Authority
- CN
- China
- Prior art keywords
- dam
- engineering
- dam body
- module
- water pressure
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000004458 analytical method Methods 0.000 title claims abstract description 91
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 147
- 239000002689 soil Substances 0.000 claims abstract description 72
- 238000010276 construction Methods 0.000 claims abstract description 58
- 238000011156 evaluation Methods 0.000 claims abstract description 44
- 238000001514 detection method Methods 0.000 claims abstract description 35
- 210000000476 body water Anatomy 0.000 claims description 18
- 238000013461 design Methods 0.000 claims description 12
- 238000012216 screening Methods 0.000 claims description 12
- 238000004364 calculation method Methods 0.000 claims description 9
- 230000001133 acceleration Effects 0.000 claims description 3
- 230000005484 gravity Effects 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 abstract 2
- 239000000126 substance Substances 0.000 description 4
- 230000008901 benefit Effects 0.000 description 3
- 238000007728 cost analysis Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000007792 addition Methods 0.000 description 1
- 238000009430 construction management Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000007726 management method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Images
Classifications
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q10/00—Administration; Management
- G06Q10/06—Resources, workflows, human or project management; Enterprise or organisation planning; Enterprise or organisation modelling
- G06Q10/063—Operations research, analysis or management
- G06Q10/0639—Performance analysis of employees; Performance analysis of enterprise or organisation operations
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C9/00—Measuring inclination, e.g. by clinometers, by levels
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01D—MEASURING NOT SPECIALLY ADAPTED FOR A SPECIFIC VARIABLE; ARRANGEMENTS FOR MEASURING TWO OR MORE VARIABLES NOT COVERED IN A SINGLE OTHER SUBCLASS; TARIFF METERING APPARATUS; MEASURING OR TESTING NOT OTHERWISE PROVIDED FOR
- G01D21/00—Measuring or testing not otherwise provided for
- G01D21/02—Measuring two or more variables by means not covered by a single other subclass
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N33/00—Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
- G01N33/24—Earth materials
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q30/00—Commerce
- G06Q30/02—Marketing; Price estimation or determination; Fundraising
- G06Q30/0278—Product appraisal
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q50/00—Information and communication technology [ICT] specially adapted for implementation of business processes of specific business sectors, e.g. utilities or tourism
- G06Q50/08—Construction
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/20—Controlling water pollution; Waste water treatment
Landscapes
- Business, Economics & Management (AREA)
- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Strategic Management (AREA)
- Human Resources & Organizations (AREA)
- Development Economics (AREA)
- Economics (AREA)
- Health & Medical Sciences (AREA)
- Entrepreneurship & Innovation (AREA)
- Marketing (AREA)
- General Business, Economics & Management (AREA)
- Life Sciences & Earth Sciences (AREA)
- Theoretical Computer Science (AREA)
- Accounting & Taxation (AREA)
- Game Theory and Decision Science (AREA)
- Tourism & Hospitality (AREA)
- General Health & Medical Sciences (AREA)
- Educational Administration (AREA)
- Remote Sensing (AREA)
- Chemical & Material Sciences (AREA)
- Finance (AREA)
- Medicinal Chemistry (AREA)
- Environmental & Geological Engineering (AREA)
- Immunology (AREA)
- Analytical Chemistry (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Biochemistry (AREA)
- Food Science & Technology (AREA)
- Operations Research (AREA)
- Quality & Reliability (AREA)
- Pathology (AREA)
- Primary Health Care (AREA)
- Radar, Positioning & Navigation (AREA)
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
Abstract
The invention discloses a hydraulic engineering cost intelligent evaluation analysis management system based on big data, which comprises a drawing input module, a model construction module, a water level height detection module, a water pressure acquisition module, a water pressure analysis module, a dam body gradient detection module, a compactness analysis module, an analysis server, an engineering cost evaluation module, a display module and a storage database; the invention calculates the volume of the dam body needing to be filled with concrete in the dam engineering through the constructed dam body model, simultaneously analyzes the water pressure born by the dam body, the slope angle of the dam body and the soil quality type of the dam foundation respectively, comprehensively calculates the compressive strength of the concrete dam body in the dam engineering by combining the maximum wind speed and the wind direction angle which occur in recent years in the dam construction area, screens the strength grade concrete corresponding to the constructed dam body, and evaluates the manufacturing cost of the dam body in the dam engineering which is comprehensively influenced, thereby avoiding unnecessary cost loss and improving the evaluation efficiency of the manufacturing cost of the dam engineering.
Description
Technical Field
The invention relates to the field of hydraulic engineering cost evaluation, in particular to a hydraulic engineering intelligent analysis system based on big data.
Background
The assessment and management of the construction cost of the water conservancy project are the most important contents in the modern water conservancy construction management, and are directly related to the economic benefits of the water conservancy project construction. How to realize the maximum economic benefit of the hydraulic engineering on the basis of ensuring the engineering quality is a problem that the cost management center of the hydraulic engineering must pay attention to.
At present, the dam body engineering cost method in the existing dam building generally has some defects, and the existing dam body engineering cost method is mainly evaluated by analyzing a large amount of data by cost personnel, so that the evaluation workload is increased, and occupies a large amount of working time and energy of construction cost personnel, the evaluation accuracy of the dam construction cost is low due to personnel errors cannot be avoided, meanwhile, the existing dam construction cost method cannot consider all factors influencing the strength of the concrete dam, thereby reducing the accuracy of construction cost analysis data, influencing the fairness and scientificity of construction cost level analysis, and judging the concrete with the strength grade most suitable for building the dam body through manual experience, therefore, the dam construction cost is improved, economic property of a investor is unnecessarily lost, and in order to solve the problems, a hydraulic engineering intelligent analysis system based on big data is designed.
Disclosure of Invention
The invention aims to provide a hydraulic engineering intelligent analysis system based on big data, which calculates the volume of a dam body in dam engineering needing to be filled with concrete through a drawing input module and a model construction module, simultaneously detects the preset water level height of water stored in the dam body in the dam engineering, calculates the water pressure borne by the dam body in the dam engineering, respectively detects the slope angle of the dam body and the compactness of the soil of a dam foundation, analyzes the soil type of the dam foundation, simultaneously comprehensively calculates the compressive strength of the concrete dam body in the dam engineering by combining the maximum wind speed and the maximum wind direction angle generated in the last few years of a dam construction area, screens the strength grade concrete corresponding to the dam body constructed in the dam engineering, evaluates the construction cost of the dam body in the dam engineering comprehensively influenced through an engineering cost evaluation module, displays the construction cost and solves the problems in the background technology.
The purpose of the invention can be realized by the following technical scheme:
a hydraulic engineering intelligent analysis system based on big data comprises a drawing input module, a model construction module, a water level height detection module, a water pressure acquisition module, a water pressure analysis module, a dam body gradient detection module, a compactness analysis module, an analysis server, an engineering cost evaluation module, a display module and a storage database;
the analysis server is respectively connected with the model building module, the water pressure analysis module, the dam body gradient detection module, the compactness analysis module, the storage database and the engineering cost evaluation module, the storage database is respectively connected with the water pressure acquisition module, the water pressure analysis module, the compactness analysis module and the engineering cost evaluation module, the model building module is connected with the drawing input module, the water pressure acquisition module is respectively connected with the water level height detection module and the water pressure analysis module, the compactness detection module is connected with the compactness analysis module, and the display module is connected with the engineering cost evaluation module;
the drawing input module is used for inputting a dam body design drawing to be evaluated into the system, extracting the size data marked on the dam body design drawing, and sending the extracted size data marked on the dam body design drawing to the model construction module;
the model building module is used for receiving the size data marked on the dam body design drawing sent by the drawing input module, building a dam engineering model according to the received size data, and obtaining the actual length and width of the upper bottom surface, the actual length and width of the lower bottom surface and the actual height of the dam body in the dam engineering, which are respectively marked as a in sequenceOn the upper part、bOn the upper part、aLower part、bLower partH, counting the actual size data of each part of the dam body in the dam engineering, and sending the actual size data of each part of the dam body in the dam engineering to an analysis server;
the analysis server is used for receiving the actual size data of each part of the dam body in the dam engineering sent by the model construction module, calculating the volume of the dam body needing to be filled with concrete in the dam engineering, and sending the calculated volume of the dam body needing to be filled with concrete in the dam engineering to the engineering cost evaluation module;
the water level height detection module comprises a water level depth detector and is used for detecting the preset water level height of the dam body water storage in the dam engineering, and the preset water level height of the dam body water storage in the dam engineering is detected through the water level depth detector and is recorded as h1Sending the detected preset water level height of the dam body water storage in the dam engineering to a water pressure acquisition module;
the water pressure acquisition module is used for receiving the preset water level height of the dam body water storage in the dam engineering sent by the water level height detection module, extracting the standard density of the water stored in the storage database, calculating the water pressure borne by the dam body in the dam engineering, and sending the calculated water pressure borne by the dam body in the dam engineering to the water pressure analysis module;
the water pressure analysis module is used for receiving the water pressure borne by the dam body in the dam engineering sent by the water pressure acquisition module, extracting the safe water pressure borne by the dam body in the dam engineering stored in the storage database, comparing the water pressure borne by the dam body in the dam engineering with the safe water pressure, if the water pressure borne by the dam body in the dam engineering is greater than the safe water pressure, reducing the preset water level height of the water stored in the dam body until the water pressure borne by the dam body in the dam engineering is less than or equal to the safe water pressure, and sending the compared water pressure borne by the dam body in the dam engineering to the analysis server;
the dam body slope detection module comprises an angle sensor and is used for detecting the slope angle of the dam body in the dam engineering, detecting the slope angle of the dam body in the dam engineering through the angle sensor, recording the slope angle as theta, and sending the detected slope angle of the dam body in the dam engineering to the analysis server;
the compactness detection module comprises a soil compactness detector and is used for detecting the foundation soil quality of the dam construction position, respectively detecting the compactness of the foundation soil quality of each dam through the soil compactness detector, counting the compactness of the foundation soil quality of each dam, and forming a compactness set P (P) of the foundation soil quality of each dam1,p2,...,pi,...,pn)，piIs denoted as the ithThe compactness of the foundation soil of each dam is collected and sent to a compactness analysis module;
the compactness analysis module is used for receiving the compactness set of each dam foundation soil texture sent by the compactness detection module, analyzing the average compactness of each dam foundation soil texture according to the received compactness of each dam foundation soil texture, extracting standard compactness ranges corresponding to various soil textures stored in the storage database, comparing the average compactness of each dam foundation soil texture with the standard compactness ranges corresponding to the stored soil textures, screening the soil texture types corresponding to the average compactness of each dam foundation soil texture, and sending the soil texture types of the dam foundation to the analysis server;
the analysis server is used for receiving the water pressure born by the dam body in the dam engineering after comparison sent by the water pressure analysis module, simultaneously receiving the slope angle of the dam body in the dam engineering sent by the dam body slope detection module, receiving the soil property type of the dam foundation sent by the compactness analysis module, extracting the strength influence coefficient of each type of soil property stored in the storage database on the dam body, screening the strength influence coefficient of the received type of soil property of the dam foundation on the dam body, recording the strength influence coefficient as lambda, simultaneously extracting the maximum wind speed and the maximum wind direction angle of the dam construction area stored in the storage database in recent years, calculating the compressive strength of the concrete dam body in the dam engineering, extracting the compressive strength corresponding to each concrete strength grade stored in the storage database, and comparing the compressive strength of the concrete dam body in the dam engineering with the compressive strength corresponding to each stored concrete strength grade, screening a concrete strength grade corresponding to the compressive strength of a concrete dam body in the dam engineering, and sending the concrete with the strength grade corresponding to the dam body constructed in the dam engineering to an engineering cost evaluation module;
the engineering cost evaluation module is used for receiving the volume of the dam body needing to be filled with concrete in the dam engineering sent by the analysis server, receiving the strength grade concrete corresponding to the dam body in the dam engineering sent by the analysis server, extracting the unit price corresponding to each strength grade concrete in unit volume stored in the storage database, screening the unit price of the concrete corresponding to the strength grade in the dam engineering, marking the unit price as R, evaluating the cost of the dam body in the dam engineering comprehensively influenced by the engineering cost evaluation formula as psi V R, V representing the volume of the dam body needing to be filled with concrete in the dam engineering, R representing the unit price of the concrete corresponding to the strength grade in the dam engineering, and sending the evaluated cost of the dam body in the dam engineering comprehensively influenced by the engineering cost display module;
the display module is used for receiving and displaying the construction cost of the dam body in the dam engineering which is comprehensively influenced and sent by the construction cost evaluation module;
the storage database is used for storing standard density rho of water and safe water pressure borne by a dam body in dam engineering, storing standard compactness ranges corresponding to various soil substances and strength influence coefficients of various soil substances on the dam body, and storing maximum wind speed F 'occurring in the dam construction area in recent years'maxAnd maximum wind direction angle theta'maxStoring the compressive strength corresponding to each concrete strength grade and storing the unit price corresponding to each strength grade concrete in unit volume;
further, the volume calculation formula of the dam body needing to be filled with concrete in the dam engineering is as follows
V represents the volume of the dam body needing to be filled with concrete in the dam engineering, h represents the actual height of the dam body in the dam engineering, and aOn the upper part、bOn the upper partRespectively expressed as the actual length and width of the upper bottom surface of the dam body in the dam engineering, aLower part、bLower partRespectively representing the actual length and width of the lower bottom surface of the dam body in the dam engineering;
furthermore, the calculation formula of the water pressure borne by the dam body in the dam engineering is as follows
ρ is the standard density of water, g is the acceleration of gravity of the earth, and is equal to 9.8N/kg, h1Expressed as the preset water level height, a, of the dam body water storage in the dam engineeringLower partThe actual length of the lower bottom surface of the dam body in the dam engineering is represented, and h is the actual height of the dam body in the dam engineering;
furthermore, the compressive strength calculation formula of the concrete dam body in the dam engineering is as follows
fcExpressing the compressive strength of a concrete dam body in dam engineering, expressing lambda as the strength influence coefficient of soil of the kind of a dam foundation on the dam body, expressing F as the water pressure borne by the dam body in dam engineering, expressing theta as the slope angle of the dam body in dam engineering, and expressing F'max、θ′maxRespectively expressed as the maximum wind speed and the maximum wind direction angle h occurring in the dam construction area in recent years1Expressed as the preset water level height, a, of the dam body water storage in the dam engineeringLower partThe actual length of the lower bottom surface of the dam body in the dam engineering is shown, and h is the actual height of the dam body in the dam engineering.
Has the advantages that:
(1) the invention provides a hydraulic engineering intelligent analysis system based on big data, which counts the actual size data of each part of a dam body in dam engineering through a drawing entry module and a model construction module, calculates the volume of the dam body needing to be filled with concrete in the dam engineering, thereby reducing the workload of cost staff evaluation, saving the working time and energy of a large number of cost staff, avoiding the error of manual evaluation, increasing the evaluation accuracy of the dam body engineering cost, simultaneously detects the preset water level height of the dam body in the dam engineering, calculates the water pressure borne by the dam body in the dam engineering, provides reliable reference data for later-stage calculation of the compressive strength of the concrete dam body in the dam engineering, respectively detects the slope angle of the dam body and the compactness of the soil of a dam foundation, analyzes the soil type of the dam foundation, and simultaneously comprehensively calculates the compressive strength of the concrete dam body in the dam engineering by combining the maximum wind speed and the maximum wind direction angle which occur in the area built by the dam in recent years The intensity can improve the accuracy of the cost analysis data, and ensure the fairness and the scientificity of the cost level analysis.
(2) According to the dam construction cost evaluation method, the concrete strength grade corresponding to the compressive strength of the concrete dam body in the dam construction is screened through the analysis server, the unit price of concrete of the corresponding strength grade is obtained, meanwhile, the construction cost evaluation module is used for evaluating the construction cost of the dam body in the dam construction which is comprehensively influenced, unnecessary loss of economic properties of a sponsor can be avoided, the evaluation efficiency of the dam construction cost is improved, display is carried out through the display terminal, the construction cost of the dam body in the dam construction can be visually displayed, the personnel can conveniently check the construction cost, and guiding reference data are provided for later-stage constructors to construct the dam construction.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a schematic view of the present invention;
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1, a hydraulic engineering intelligent analysis system based on big data comprises a drawing input module, a model construction module, a water level height detection module, a water pressure acquisition module, a water pressure analysis module, a dam body gradient detection module, a compactness analysis module, an analysis server, an engineering cost evaluation module, a display module and a storage database;
the analysis server is respectively connected with the model building module, the water pressure analysis module, the dam body gradient detection module, the compactness analysis module, the storage database and the engineering cost evaluation module, the storage database is respectively connected with the water pressure acquisition module, the water pressure analysis module, the compactness analysis module and the engineering cost evaluation module, the model building module is connected with the drawing input module, the water pressure acquisition module is respectively connected with the water level height detection module and the water pressure analysis module, the compactness detection module is connected with the compactness analysis module, and the display module is connected with the engineering cost evaluation module;
the drawing input module is used for inputting a dam body design drawing to be evaluated into the system, extracting the size data marked on the dam body design drawing, and sending the extracted size data marked on the dam body design drawing to the model construction module;
the model building module is used for receiving the size data marked on the dam body design drawing sent by the drawing input module, building a dam engineering model according to the received size data, and obtaining the actual length and width of the upper bottom surface, the actual length and width of the lower bottom surface and the actual height of the dam body in the dam engineering, which are respectively marked as a in sequenceOn the upper part、bOn the upper part、aLower part、bLower partH, counting the actual size data of each part of the dam body in the dam engineering, and sending the actual size data of each part of the dam body in the dam engineering to an analysis server;
the analysis server is used for receiving the actual size data of each part of the dam body in the dam project sent by the model building module and calculating the volume of the dam body needing to be filled with concrete in the dam project, so that the workload of evaluation of construction cost personnel is reduced, the working time and energy of a large number of construction cost personnel are saved, the error of manual evaluation is avoided, the evaluation accuracy of the construction cost of the dam project is improved, and the volume of the dam body needing to be filled with concrete in the dam project is calculated according to the formula
V represents the volume of the dam body needing to be filled with concrete in the dam engineering, h represents the actual height of the dam body in the dam engineering, and aOn the upper part、bOn the upper partRespectively expressed as the actual length and width of the upper bottom surface of the dam body in the dam engineering, aLower part、bLower partIndividual watchAnd the calculated volume of the dam body needing to be filled with concrete in the dam project is sent to the project cost evaluation module.
The water level height detection module comprises a water level depth detector and is used for detecting the preset water level height of the dam body water storage in the dam engineering, and the preset water level height of the dam body water storage in the dam engineering is detected through the water level depth detector and is recorded as h1Sending the detected preset water level height of the dam body water storage in the dam engineering to a water pressure acquisition module;
the water pressure acquisition module is used for receiving the preset water level height of the dam body water storage in the dam engineering sent by the water level height detection module, extracting the standard density of water stored in the storage database, calculating the water pressure borne by the dam body in the dam engineering, and providing reliable reference data for later-stage calculation of the compressive strength of the concrete dam body in the dam engineering, wherein the calculation formula of the water pressure borne by the dam body in the dam engineering is
ρ is the standard density of water, g is the acceleration of gravity of the earth, and is equal to 9.8N/kg, h1Expressed as the preset water level height, a, of the dam body water storage in the dam engineeringLower partThe length of the actual bottom surface of the dam body in the dam engineering is represented, h is represented as the actual height of the dam body in the dam engineering, and the calculated water pressure borne by the dam body in the dam engineering is sent to a water pressure analysis module;
the water pressure analysis module is used for receiving the water pressure borne by the dam body in the dam engineering sent by the water pressure acquisition module, extracting the safe water pressure borne by the dam body in the dam engineering stored in the storage database, comparing the water pressure borne by the dam body in the dam engineering with the safe water pressure, if the water pressure borne by the dam body in the dam engineering is greater than the safe water pressure, reducing the preset water level height of the water stored in the dam body until the water pressure borne by the dam body in the dam engineering is less than or equal to the safe water pressure, and sending the compared water pressure borne by the dam body in the dam engineering to the analysis server.
The dam body slope detection module comprises an angle sensor and is used for detecting the slope angle of the dam body in the dam engineering, detecting the slope angle of the dam body in the dam engineering through the angle sensor, recording the slope angle as theta, and sending the detected slope angle of the dam body in the dam engineering to an analysis server.
The compactness detection module comprises a soil compactness detector and is used for detecting the foundation soil quality of the dam construction position, respectively detecting the compactness of the foundation soil quality of each dam through the soil compactness detector, counting the compactness of the foundation soil quality of each dam, and forming a compactness set P (P) of the foundation soil quality of each dam1,p2,...,pi,...,pn)，piThe compactness of the foundation soil of the dam at the ith position is expressed, and the compactness set of the foundation soil of each dam is sent to the compactness analysis module;
the compactness analysis module is used for receiving the compactness set of each dam foundation soil texture sent by the compactness detection module, analyzing the average compactness of each dam foundation soil texture according to the received compactness of each dam foundation soil texture, extracting standard compactness ranges corresponding to various soil textures stored in the storage database, comparing the average compactness of each dam foundation soil texture with the standard compactness ranges corresponding to the stored soil textures, screening the soil texture types corresponding to the average compactness of each dam foundation soil texture, and sending the soil texture types of the dam foundation to the analysis server;
the analysis server is used for receiving the water pressure born by the dam body in the dam engineering after comparison sent by the water pressure analysis module, simultaneously receiving the slope angle of the dam body in the dam engineering sent by the dam body slope detection module, receiving the soil quality type of the dam foundation sent by the compactness analysis module, extracting the strength influence coefficient of each type of soil quality stored in the storage database on the dam body, screening the received strength influence coefficient of the type of the dam foundation on the dam body, recording the strength influence coefficient as lambda, simultaneously extracting the maximum wind speed and the maximum wind direction angle of the dam construction area stored in the storage database in recent years, calculating the compressive strength of the concrete dam body in the dam engineering, improving the accuracy of construction cost analysis data, and ensuring the construction cost level analysis dataThe fairness and scientificity of the concrete dam body in the dam engineering are calculated according to the formula
fcExpressing the compressive strength of a concrete dam body in dam engineering, expressing lambda as the strength influence coefficient of soil of the kind of a dam foundation on the dam body, expressing F as the water pressure borne by the dam body in dam engineering, expressing theta as the slope angle of the dam body in dam engineering, and expressing F'max、θ′maxRespectively expressed as the maximum wind speed and the maximum wind direction angle h occurring in the dam construction area in recent years1Expressed as the preset water level height, a, of the dam body water storage in the dam engineeringLower partThe actual length of the lower bottom surface of the dam body in the dam engineering is represented, and h is the actual height of the dam body in the dam engineering;
and simultaneously extracting the compressive strength corresponding to each concrete strength grade stored in the storage database, comparing the compressive strength of the concrete dam body in the dam engineering with the compressive strength corresponding to each stored concrete strength grade, screening the concrete strength grade corresponding to the compressive strength of the concrete dam body in the dam engineering, and sending the concrete with the strength grade corresponding to the dam body constructed in the dam engineering to the engineering cost evaluation module.
The engineering cost evaluation module is used for receiving the volume of the dam body needing to be filled with concrete in the dam engineering sent by the analysis server, receiving the strength grade concrete corresponding to the dam body built in the dam engineering sent by the analysis server, extracting the unit price corresponding to each strength grade concrete in unit volume stored in the storage database, screening the unit price of the concrete corresponding to the strength grade built in the dam engineering and recording the unit price as R, evaluating the cost of the dam body in the dam engineering under comprehensive influence, avoiding unnecessary loss of economic property of a sponsor, improving the evaluation efficiency of the dam engineering cost, wherein the cost evaluation formula of the dam body in the dam engineering under comprehensive influence is psi V R, V represents the volume of the dam body needing to be filled with concrete in the dam engineering, R represents the unit price of the concrete corresponding to the strength grade built in the dam engineering, and sending the cost of the dam body in the dam engineering with the evaluated comprehensive influence to a display module.
The display module is used for receiving the construction cost of the dam body in the dam engineering of the comprehensive influence sent by the construction cost evaluation module, displaying the construction cost, visually displaying the construction cost of the dam body in the dam engineering, facilitating the checking of personnel and providing guiding reference data for later-stage constructors to construct the dam engineering.
The storage database is used for storing standard density rho of water and safe water pressure borne by a dam body in dam engineering, storing standard compactness ranges corresponding to various soil substances and strength influence coefficients of various soil substances on the dam body, and storing maximum wind speed F 'occurring in the dam construction area in recent years'maxAnd maximum wind direction angle theta'maxAnd storing the compressive strength corresponding to each concrete strength grade and storing the unit price corresponding to each strength grade concrete in unit volume.
The foregoing is merely exemplary and illustrative of the principles of the present invention and various modifications, additions and substitutions of the specific embodiments described herein may be made by those skilled in the art without departing from the principles of the present invention or exceeding the scope of the claims set forth herein.
Claims (2)
1. The utility model provides a hydraulic engineering intelligent analysis system based on big data which characterized in that: the dam body gradient analysis system comprises a drawing input module, a model construction module, a water level height detection module, a water pressure acquisition module, a water pressure analysis module, a dam body gradient detection module, a compactness analysis module, an analysis server, a project cost evaluation module, a display module and a storage database;
the analysis server is respectively connected with the model building module, the water pressure analysis module, the dam body gradient detection module, the compactness analysis module, the storage database and the engineering cost evaluation module, the storage database is respectively connected with the water pressure acquisition module, the water pressure analysis module, the compactness analysis module and the engineering cost evaluation module, the model building module is connected with the drawing input module, the water pressure acquisition module is respectively connected with the water level height detection module and the water pressure analysis module, the compactness detection module is connected with the compactness analysis module, and the display module is connected with the engineering cost evaluation module;
the drawing input module is used for inputting a dam body design drawing to be evaluated into the system, extracting the size data marked on the dam body design drawing, and sending the extracted size data marked on the dam body design drawing to the model construction module;
the model building module is used for receiving the size data marked on the dam body design drawing sent by the drawing input module, building a dam engineering model according to the received size data, and obtaining the actual length and width of the upper bottom surface, the actual length and width of the lower bottom surface and the actual height of the dam body in the dam engineering, which are respectively marked as a in sequenceOn the upper part、bOn the upper part、aLower part、bLower partH, counting the actual size data of each part of the dam body in the dam engineering, and sending the actual size data of each part of the dam body in the dam engineering to an analysis server;
the analysis server is used for receiving the actual size data of each part of the dam body in the dam engineering sent by the model construction module, calculating the volume of the dam body needing to be filled with concrete in the dam engineering, and sending the calculated volume of the dam body needing to be filled with concrete in the dam engineering to the engineering cost evaluation module;
the water level height detection module comprises a water level depth detector and is used for detecting the preset water level height of the dam body water storage in the dam engineering, and the preset water level height of the dam body water storage in the dam engineering is detected through the water level depth detector and is recorded as h1Sending the detected preset water level height of the dam body water storage in the dam engineering to a water pressure acquisition module;
the water pressure acquisition module is used for receiving the preset water level height of the dam body water storage in the dam engineering sent by the water level height detection module, extracting the standard density of the water stored in the storage database, calculating the water pressure borne by the dam body in the dam engineering, and sending the calculated water pressure borne by the dam body in the dam engineering to the water pressure analysis module;
the water pressure analysis module is used for receiving the water pressure borne by the dam body in the dam engineering sent by the water pressure acquisition module, extracting the safe water pressure borne by the dam body in the dam engineering stored in the storage database, comparing the water pressure borne by the dam body in the dam engineering with the safe water pressure, if the water pressure borne by the dam body in the dam engineering is greater than the safe water pressure, reducing the preset water level height of the water stored in the dam body until the water pressure borne by the dam body in the dam engineering is less than or equal to the safe water pressure, and sending the compared water pressure borne by the dam body in the dam engineering to the analysis server;
the dam body slope detection module comprises an angle sensor and is used for detecting the slope angle of the dam body in the dam engineering, detecting the slope angle of the dam body in the dam engineering through the angle sensor, recording the slope angle as theta, and sending the detected slope angle of the dam body in the dam engineering to the analysis server;
the compactness detection module comprises a soil compactness detector and is used for detecting the foundation soil quality of the dam construction position, respectively detecting the compactness of the foundation soil quality of each dam through the soil compactness detector, counting the compactness of the foundation soil quality of each dam, and forming a compactness set P (P) of the foundation soil quality of each dam1,p2,...,pi,...,pn)，piThe compactness of the foundation soil of the dam at the ith position is expressed, and the compactness set of the foundation soil of each dam is sent to the compactness analysis module;
the compactness analysis module is used for receiving the compactness set of each dam foundation soil texture sent by the compactness detection module, analyzing the average compactness of each dam foundation soil texture according to the received compactness of each dam foundation soil texture, extracting standard compactness ranges corresponding to various soil textures stored in the storage database, comparing the average compactness of each dam foundation soil texture with the standard compactness ranges corresponding to the stored soil textures, screening the soil texture types corresponding to the average compactness of each dam foundation soil texture, and sending the soil texture types of the dam foundation to the analysis server;
the analysis server is used for receiving the water pressure born by the dam body in the dam engineering after comparison sent by the water pressure analysis module, simultaneously receiving the slope angle of the dam body in the dam engineering sent by the dam body slope detection module, receiving the soil property type of the dam foundation sent by the compactness analysis module, extracting the strength influence coefficient of each type of soil property stored in the storage database on the dam body, screening the strength influence coefficient of the received type of soil property of the dam foundation on the dam body, recording the strength influence coefficient as lambda, simultaneously extracting the maximum wind speed and the maximum wind direction angle of the dam construction area stored in the storage database in recent years, calculating the compressive strength of the concrete dam body in the dam engineering, extracting the compressive strength corresponding to each concrete strength grade stored in the storage database, and comparing the compressive strength of the concrete dam body in the dam engineering with the compressive strength corresponding to each stored concrete strength grade, screening a concrete strength grade corresponding to the compressive strength of a concrete dam body in the dam engineering, and sending the concrete with the strength grade corresponding to the dam body constructed in the dam engineering to an engineering cost evaluation module;
the engineering cost evaluation module is used for receiving the volume of the dam body needing to be filled with concrete in the dam engineering sent by the analysis server, receiving the strength grade concrete corresponding to the dam body in the dam engineering sent by the analysis server, extracting the unit price corresponding to each strength grade concrete in unit volume stored in the storage database, screening the unit price of the concrete corresponding to the strength grade in the dam engineering, marking the unit price as R, evaluating the cost of the dam body in the dam engineering comprehensively influenced by the engineering cost evaluation formula as psi V R, V representing the volume of the dam body needing to be filled with concrete in the dam engineering, R representing the unit price of the concrete corresponding to the strength grade in the dam engineering, and sending the evaluated cost of the dam body in the dam engineering comprehensively influenced by the engineering cost display module;
the display module is used for receiving and displaying the construction cost of the dam body in the dam engineering which is comprehensively influenced and sent by the construction cost evaluation module;
the storage database is used for storing the standard density rho of water, the safe water pressure borne by the dam body in the dam engineering, storing the standard compactness range corresponding to various soil qualities and the strength influence coefficient of various soil qualities on the dam body, and simultaneously storing nearly a few areas of the dam construction areaAnnual maximum wind speed F'maxAnd maximum wind direction angle theta'maxStoring the compressive strength corresponding to each concrete strength grade and storing the unit price corresponding to each strength grade concrete in unit volume;
the calculation formula of the water pressure born by the dam body in the dam engineering is as follows
ρ is the standard density of water, g is the acceleration of gravity of the earth, and is equal to 9.8N/kg, h1Expressed as the preset water level height, a, of the dam body water storage in the dam engineeringLower partThe actual length of the lower bottom surface of the dam body in the dam engineering is represented, and h is the actual height of the dam body in the dam engineering;
the compressive strength calculation formula of the concrete dam body in the dam engineering is
fcExpressing the compressive strength of a concrete dam body in dam engineering, expressing lambda as the strength influence coefficient of soil of the kind of a dam foundation on the dam body, expressing F as the water pressure borne by the dam body in dam engineering, expressing theta as the slope angle of the dam body in dam engineering, and expressing F'max、θ′maxRespectively expressed as the maximum wind speed and the maximum wind direction angle h occurring in the dam construction area in recent years1Expressed as the preset water level height, a, of the dam body water storage in the dam engineeringLower partThe actual length of the lower bottom surface of the dam body in the dam engineering is shown, and h is the actual height of the dam body in the dam engineering.
2. The hydraulic engineering intelligent analysis system based on big data according to claim 1, characterized in that: the volume calculation formula of the dam body needing to be filled with concrete in the dam engineering is
V represents the volume of the dam body needing to be filled with concrete in the dam engineering, h represents the actual height of the dam body in the dam engineering, and aOn the upper part、bOn the upper partRespectively expressed as the actual length and width of the upper bottom surface of the dam body in the dam engineering, aLower part、bLower partRespectively expressed as the actual length and width of the lower bottom surface of the dam body in the dam engineering.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011004125.3A CN112132458B (en) | 2020-09-22 | 2020-09-22 | Hydraulic engineering intelligent analysis system based on big data |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011004125.3A CN112132458B (en) | 2020-09-22 | 2020-09-22 | Hydraulic engineering intelligent analysis system based on big data |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN112132458A CN112132458A (en) | 2020-12-25 |
| CN112132458B true CN112132458B (en) | 2021-06-22 |
Family
ID=73842409
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011004125.3A Expired - Fee Related CN112132458B (en) | 2020-09-22 | 2020-09-22 | Hydraulic engineering intelligent analysis system based on big data |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112132458B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114662959B (en) * | 2022-03-31 | 2023-07-14 | 佛山市盈科工程造价咨询事务所有限公司 | Hydraulic engineering cost analysis management method, system and computer storage medium |
| CN117910781B (en) * | 2024-03-19 | 2024-05-24 | 济宁市兖州区乾通建材有限公司 | Intelligent management system for premixed concrete pouring construction site |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2014148933A1 (en) * | 2013-03-18 | 2014-09-25 | Siemens Aktiengesellschaft | Method and monitoring device for monitoring a structure |
| CN104678954A (en) * | 2015-01-23 | 2015-06-03 | 中国长江三峡集团公司 | Dam safety intelligent monitoring and pre-warning system based on full life circle and method thereof |
| CN110110376A (en) * | 2019-04-09 | 2019-08-09 | 天津大学 | A kind of hinge dam type scheme analysis method for quantitatively evaluating and device based on BIM |
| CN110570133A (en) * | 2019-09-18 | 2019-12-13 | 赖玲玲 | building engineering dynamic cost analysis and control system based on big data |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2014202618A2 (en) * | 2013-06-17 | 2014-12-24 | University Of Neuchâtel | Method for determining the configuration of a structure |
| CN107491907A (en) * | 2017-10-19 | 2017-12-19 | 国家电网公司 | Cost for Electric Power Engineering control and analysis and system |
| CN107944703A (en) * | 2017-11-24 | 2018-04-20 | 国网内蒙古东部电力有限公司 | A kind of grid maintenance Analysis of Engineering Construction Cost system |
| CN109117540B (en) * | 2018-08-02 | 2022-11-18 | 三峡大学 | Probability statistical analysis method for solving non-uniqueness of inversion of dam concrete mechanical parameters |
-
2020
- 2020-09-22 CN CN202011004125.3A patent/CN112132458B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2014148933A1 (en) * | 2013-03-18 | 2014-09-25 | Siemens Aktiengesellschaft | Method and monitoring device for monitoring a structure |
| CN104678954A (en) * | 2015-01-23 | 2015-06-03 | 中国长江三峡集团公司 | Dam safety intelligent monitoring and pre-warning system based on full life circle and method thereof |
| CN110110376A (en) * | 2019-04-09 | 2019-08-09 | 天津大学 | A kind of hinge dam type scheme analysis method for quantitatively evaluating and device based on BIM |
| CN110570133A (en) * | 2019-09-18 | 2019-12-13 | 赖玲玲 | building engineering dynamic cost analysis and control system based on big data |
Non-Patent Citations (1)
| Title |
|---|
| 基于系统动力学的正常蓄水位与水利工程项目投资关系的研究与分析;李依勐;《中国优秀硕士学位论文全文数据库 工程科技Ⅱ辑》;20160215(第02期);第1-95页 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN112132458A (en) | 2020-12-25 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN111505010B (en) | Bridge safety detection system based on cloud platform | |
| CN112132458B (en) | Hydraulic engineering intelligent analysis system based on big data | |
| CN208225263U (en) | A kind of safety monitoring slope acquisition system based on Internet of Things big data | |
| CN108615035B (en) | Medium and small earth and rockfill dam safety information acquisition system based on image recognition | |
| CN108921165B (en) | Water level identification method based on water gauge image | |
| CN113139753A (en) | Construction engineering foundation construction project acceptance quality supervision method based on wireless sensor technology | |
| CN207066717U (en) | A kind of breakwater overtopping wave self-operated measuring unit | |
| CN112069464B (en) | Building curtain wall engineering acceptance detection management system based on big data | |
| CN102183436B (en) | Method for testing maximum dry density of super grain size rough granule soil | |
| CN112070560B (en) | Building engineering cost evaluation management system based on big data analysis | |
| CN114357691A (en) | Power facility geological foundation deformation safety assessment method | |
| CN113128098A (en) | DE-LOF-based concrete dam singular value detection method and equipment | |
| CN107843321A (en) | Method for detecting quantity of stored grains in granary based on three-dimensional force sensor | |
| CN118035756A (en) | Hydrologic drought diagnosis method based on runoff index SSI | |
| CN112508358A (en) | Engineering cost management system based on big data analysis | |
| CN108643115A (en) | A kind of evaluation method for groynes technology status | |
| CN114912181A (en) | Road surface slope safety monitoring and analyzing system based on artificial intelligence | |
| CN201488746U (en) | four-parameter grouting recorder | |
| CN210658205U (en) | Wisdom seawall system | |
| CN203132748U (en) | Soil internal stress change monitoring system in loess place immersing condition | |
| CN115115221B (en) | Narrow-base steel tower construction analysis method based on cloud computing | |
| CN203249616U (en) | Bridge flexibility data collecting and monitoring system based on GPRS network | |
| CN110346537A (en) | The method of potential rock landslip is determined based on grand liter of plot of construction and landforms bossy body | |
| CN103196599B (en) | System and method for monitoring soil body inner stress variation of loess field under soaking condition | |
| CN105716545A (en) | Structural surface roughness coefficient evaluation method based on Dice similarity measurement |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information |
Inventor after: Li Jin Inventor after: Guo Xiangyu Inventor after: Lu Xiping Inventor after: Tang Tao Inventor before: Tang Tao |
|
| CB03 | Change of inventor or designer information | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20210604 Address after: No.13 panda Avenue, Chenghua District, Chengdu, Sichuan 610051 Applicant after: Sichuan Dujiangyan East Wind Channel Management Office Applicant after: HYDRAULIC SCIENCE Research Institute OF SICHUAN PROVINCE Address before: 223300 No. 111 Changjiang West Road, Huaiyin District, Jiangsu, Huaian Applicant before: Tang Tao |
|
| TA01 | Transfer of patent application right | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210622 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |