Expressway reconstruction and extension traffic organization benefit measuring and calculating method and system

Abstract

The invention discloses a highway reconstruction and extension traffic organization benefit measuring and calculating method, and the method comprises the steps: determining the total benefit measuring and calculating time limit of a highway reconstruction and extension traffic organization according to a proposed highway reconstruction and extension traffic organization scheme; dividing the type of each time period and the type of each section of the reconstruction and extension road section in the reconstruction and extension construction period and the period after the completion of the reconstruction and extension construction period; the method comprises the following steps: acquiring various basic data of calculation of marketing and charging cost, temporary engineering cost, traffic organization cost and obstacle clearance rescue cost corresponding to a highway reconstruction and extension traffic organization scheme; and obtaining a corresponding benefit measurement and calculation value by using the calculation and calculation algorithm model of the marketing and charging cost, the temporary engineering cost, the traffic organization cost, the obstacle clearance rescue cost and the comprehensive benefit. The invention further discloses an expressway reconstruction and extension traffic organization benefit measuring and calculating device. According to the invention, a basis for measuring and calculating benefits of highway reconstruction and extension traffic organizations is provided, and powerful assistance is provided for scientific decision-making of subsequent traffic organization schemes.

Description

Technical Field

[0001] The invention belongs to the technical field of highway reconstruction and expansion traffic organization, and in particular relates to a method for calculating the benefits of highway reconstruction and expansion traffic organization, and also relates to a system for calculating the benefits of highway reconstruction and expansion traffic organization. Background Art

[0003] The traffic organization of highway reconstruction and expansion refers specifically to the control and diversion of traffic flow for the project section and the corresponding road network during the reconstruction and expansion of the highway. The specific responsibility is to take compulsory measures for traffic control in stages and in a planned manner, with the transportation department as the leader and the cooperation of the construction owner, design, construction, supervision, road administration, traffic police and other parties. This kind of traffic control is a comprehensive and construction-centered traffic organization work, which is characterized by sustainability and flexibility.

[0004] Among the various decision-making bases for highway reconstruction and expansion traffic organization plans, economic benefits have gradually become the focus of highway construction owners and design units. However, due to the composition of highway reconstruction and expansion traffic organization benefits and the many influencing factors, there has been no effective method and system for calculating the various benefits of highway reconstruction and expansion traffic organization. This is a problem that needs to be solved, which has affected the scientific decision-making of highway reconstruction and expansion traffic organization plans to a certain extent. Summary of the invention

[0005] The purpose of the present invention is to provide a method for calculating the benefits of traffic organization for highway reconstruction and expansion, and also to provide a system for calculating the benefits of traffic organization for highway reconstruction and expansion in view of the above-mentioned problems existing in the prior art.

[0006] The technical solution of the present invention is as follows:

[0007] A method for calculating the benefits of highway reconstruction and expansion traffic organization includes the following steps:

[0008] Step S1: According to the proposed highway reconstruction and expansion traffic organization plan, determine the total period for calculating the benefits of highway reconstruction and expansion traffic organization, and divide the reconstruction and expansion construction period and the types of time periods within the period after completion, and the types of sections of the reconstruction and expansion section;

[0009] Step S2: Collect various basic data for calculating revenue costs, temporary engineering costs, traffic organization costs, and obstacle removal and rescue costs corresponding to the highway reconstruction and expansion traffic organization plan;

[0010] Step S3: Utilize the calculation algorithm model of operating expenses, temporary engineering expenses, traffic organization expenses, obstacle removal and rescue expenses and comprehensive benefits to obtain the corresponding benefit calculation value.

[0011] As mentioned above, the total period for calculating the benefits of traffic organization for highway reconstruction and expansion includes the reconstruction and expansion construction period corresponding to the traffic organization plan and the period after the reconstruction and expansion construction is completed.

[0012] The calculation algorithm model for revenue expenses as mentioned above is based on the following formula:

[0013]

[0014] In the formula, E T,K is the estimated value of the revenue cost of the traffic organization plan K within the estimated period T; t S,K is the construction period of the renovation and expansion corresponding to the traffic organization plan K; t Y,K f is the time period after the completion of the reconstruction and expansion construction corresponding to the traffic organization plan K; j is the toll rate for vehicle type j; L i is the mileage of section i of the road to be rebuilt or expanded; T S,K T is the renovation and expansion construction period corresponding to the traffic organization plan K; Y,K The deadline after the completion of the renovation and expansion construction corresponding to the traffic organization plan K; is the reconstruction and expansion construction period t corresponding to the traffic organization plan K S,K Traffic volume of vehicle type j in inner segment i; The time period t after the renovation and expansion construction corresponding to the traffic organization plan K is completed Y,K Traffic volume of vehicle type j in inner segment i.

[0015] The calculation algorithm model for temporary engineering costs as mentioned above is based on the following formula:

[0016] A K =A 1,K +A 2,K +A 3,K +A 4,K

[0017] In the formula, A K is the estimated value of the temporary engineering cost corresponding to the traffic organization plan K, A 1,K A is the cost of the access road corresponding to the traffic organization plan K; 2,K A is the cost of the temporary bridge corresponding to the traffic organization plan K; 3,K A is the cost of temporary safety facilities corresponding to the traffic organization plan K; 4,K — Other temporary facilities costs corresponding to traffic organization plan K,

[0018] A 1,K =A 11,K +A 12,K +A 13,K

[0019] In the formula, A 11,KA is the maintenance, demolition and construction costs of the access road corresponding to the traffic organization plan K; 12,K A is the cost of repairing and maintaining the original road corresponding to the traffic organization plan K; 13,K is the local road maintenance cost corresponding to the traffic organization plan K,

[0020] A 3,K =A 31,K +A 32,K

[0021] In the formula, A 31,K A is the cost of temporary traffic safety facilities corresponding to the traffic organization plan K. Temporary traffic safety facilities refer to temporary traffic signs, markings and guardrails, etc.; 32,K It is the cost of other safety facilities corresponding to the traffic organization plan K. Other safety facilities refer to temporary slope protection and protective sheds during the construction period.

[0022] A 4,K =A 41,K +A 42,K

[0023] In the formula, A 41,K A is the cost of temporary power supply and water supply facilities corresponding to the traffic organization plan K; 42,K It is the cost of temporary drainage facilities corresponding to traffic organization plan K.

[0024] The calculation algorithm model of the traffic organization cost mentioned above is based on the following formula:

[0025] W K =W 1,K +W 2,K +W 3,K +W 4,K

[0026] Where W K is the estimated value of the traffic organization cost corresponding to the traffic organization plan K, W 1,K is the cost of traffic organization measures corresponding to traffic organization plan K; W 2,K is the traffic organization maintenance cost corresponding to the traffic organization scheme K; W 3,K is the traffic organization coordination cost corresponding to the traffic organization plan K; W 4,K is the traffic organization coordination fee corresponding to the traffic organization plan K,

[0027] W 1,K =W 11,K +W 12,K +W 13,K

[0028] Where W 11,K W is the cost of the main line reconstruction and expansion measures corresponding to the traffic organization plan K; 12,KW is the cost of the renovation and expansion of the overpass corresponding to the traffic organization plan K; 13,K is the cost of the interchange reconstruction and expansion traffic organization measures corresponding to traffic organization plan K,

[0029] W 3,K =W 31,K +W 32,K +W 33,K

[0030] Where W 31,K is the human cost corresponding to the traffic organization plan K; W 32,K is the communication and coordination cost corresponding to the traffic organization plan K; W 33,K It is the publicity and education expenses corresponding to the traffic organization plan K.

[0031] The calculation algorithm model for the towing and rescue costs mentioned above is based on the following formula:

[0032]

[0033] In the formula, R T,K is the estimated value of the cost of obstacle removal and rescue corresponding to the traffic organization plan K, is the reconstruction and expansion construction period t corresponding to the traffic organization plan K S,K The on-site costs of the obstacle removal and rescue of type m, m = 1, the cost of rescue personnel; m = 2, the cost of rescue equipment and vehicles; The time period t after the renovation and expansion construction corresponding to the traffic organization plan K is completed Y,K On-site towing and rescue expenses for type m; is the reconstruction and expansion construction period t corresponding to the traffic organization plan K S,K The average cost of a single towing and rescue operation within a certain period; The time period t after the renovation and expansion construction corresponding to the traffic organization plan K is completed Y,K The average cost of a single towing and rescue operation within a certain period; is the reconstruction and expansion construction period t corresponding to the traffic organization plan K S,K The accident rate of inner section i; The time period t after the renovation and expansion construction corresponding to the traffic organization plan K is completed Y,K Accident rate in inner segment i.

[0034] A highway reconstruction and expansion traffic organization benefit calculation system, comprising:

[0035] The traffic organization plan determination module is used to determine the total period for calculating the traffic organization benefits of the highway reconstruction and expansion, the types of time periods during the reconstruction and expansion construction and the period after completion, and the types of sections of the reconstruction and expansion section;

[0036] The calculation data collection module is used to collect various basic data for calculating revenue expenses, temporary engineering expenses, traffic organization expenses and obstacle removal and rescue expenses;

[0037] The model algorithm module, based on the data determined by the traffic organization plan determination module and the basic data collected by the measurement data collection module, uses the measurement algorithm model of revenue expenses, the measurement algorithm model of temporary engineering expenses, the measurement algorithm model of traffic organization expenses, the measurement algorithm model of obstacle removal and rescue expenses, and the measurement algorithm model of comprehensive benefits to obtain the measurement values ​​of various benefits of highway reconstruction and expansion traffic organization.

[0038] A computer device comprises a memory and a processor, wherein the memory stores a computer program, and the processor implements the steps of the above-mentioned calculation method when executing the computer program.

[0039] A computer-readable storage medium stores a computer program, which implements the steps of the above-mentioned measurement method when executed by a processor.

[0040] A computer program product includes a computer program, characterized in that when the computer program is executed by a processor, the steps of the above-mentioned measurement method are implemented.

[0041] Compared with the prior art, the present invention has the following beneficial effects:

[0042] 1. The method provided by the present invention provides users (highway construction owners and design units) with a basis for calculating the benefits of highway reconstruction and expansion traffic organization, and provides powerful assistance for scientific decision-making of subsequent traffic organization plans.

[0043] 2. The system provided by the present invention is very convenient and efficient in use. Users (highway construction owners and design units) only need to input relevant parameters and click a button to directly obtain various benefit calculation results of highway reconstruction and expansion traffic organization, which improves work efficiency and gives full play to the convenience and efficiency of the system. BRIEF DESCRIPTION OF THE DRAWINGS

[0044] With reference to the accompanying drawings, further objects, functions and advantages of the present invention will be clarified through the following description of specific embodiments of the present invention, in which:

[0045] Figure 1 A schematic diagram of a method for calculating the benefits of traffic organization for highway reconstruction and expansion provided by the present invention;

[0046] Figure 2 A schematic diagram of a highway reconstruction and expansion traffic organization benefit calculation system provided by the present invention. DETAILED DESCRIPTION

[0047] In order to make the technical solution of the present invention clearer and more understandable, the present invention will be described in detail below with reference to the accompanying drawings and in combination with specific embodiments. Although preferred embodiments of the present invention are shown in the accompanying drawings, it should be understood that the present invention can be implemented in various forms and should not be limited by the embodiments described herein. On the contrary, these embodiments are provided to make the present invention more thorough and complete, and to fully convey the scope of the present invention to those skilled in the art.

[0048] At the same time, in order to avoid obscuring the present invention due to unnecessary details, only the structures and processing steps closely related to the technical solution according to the present invention are shown in the drawings, while other details that are not closely related to the present invention are omitted.

[0049] Embodiment 1:

[0050] In order to solve or improve the problems raised by the background, this embodiment provides Figure 1 A method for calculating the benefits of traffic organization for highway reconstruction and expansion is shown, comprising: S1. Determine the total period for calculating the benefits of traffic organization for highway reconstruction and expansion according to the proposed traffic organization plan for highway reconstruction and expansion, and divide the types of time periods and sections of the reconstruction and expansion section within the reconstruction and expansion construction and its post-completion period; S2. Collect various basic data for calculating the operating expenses, temporary engineering expenses, traffic organization expenses and obstacle removal and rescue expenses corresponding to the traffic organization plan for highway reconstruction and expansion; S3. Use the calculation algorithm model of operating expenses, temporary engineering expenses, traffic organization expenses, obstacle removal and rescue expenses and comprehensive benefits to obtain the corresponding benefit calculation value.

[0051] Step S1: According to the proposed highway reconstruction and expansion traffic organization plan, determine the total period for calculating the benefits of highway reconstruction and expansion traffic organization, and divide the reconstruction and expansion construction period and the types of time periods within the period after completion, and the types of sections of the reconstruction and expansion section;

[0052] The total period for calculating the benefits of traffic organization for highway reconstruction and expansion includes the reconstruction and expansion construction period corresponding to the traffic organization plan and the period after the reconstruction and expansion construction is completed.

[0053] The types of time periods within the renovation and expansion construction period and its post-completion period include serial number, name and duration.

[0054] The types of sections of the rebuilt and expanded road sections include serial number, name and mileage.

[0055] For highway reconstruction and expansion, if there are two or more traffic organization plans, the total period for benefit calculation should be kept unified.

[0056] Step S2: Collect various basic data for calculating revenue costs, temporary engineering costs, traffic organization costs, and obstacle removal and rescue costs corresponding to the highway reconstruction and expansion traffic organization plan;

[0057] The basic data for calculating revenue and expenses include the toll rates for various types of vehicles, the traffic volume of various types of vehicles in each section of the expanded and renovated road during each period of the expanded and renovated construction corresponding to the traffic organization plan, and the traffic volume of various types of vehicles in each section of the expanded and renovated road during each period after the expanded and renovated construction is completed.

[0058] The basic data for calculating temporary engineering costs include the costs of temporary access roads corresponding to the traffic organization plan (including the costs of maintenance, demolition and construction of temporary access roads, the costs of repairing and maintaining existing roads, and the costs of maintaining local roads), temporary bridge costs, temporary safety facilities costs (including temporary traffic safety facilities costs and other safety facilities costs), and other temporary facilities costs (including temporary power supply and water supply facilities costs and temporary drainage facilities costs).

[0059] The basic data for calculating traffic organization costs include the costs of traffic organization measures corresponding to the traffic organization plan (including the costs of traffic organization measures for main line reconstruction and expansion, the costs of traffic organization measures for overpass reconstruction and expansion, and the costs of traffic organization measures for interchange reconstruction and expansion), traffic organization maintenance costs, traffic organization coordination costs (including labor costs, communication and coordination costs, publicity and education costs), and traffic organization co-management costs.

[0060] The basic data for calculating the cost of obstacle removal and rescue include the costs of rescue personnel, equipment and vehicles in each period during the reconstruction and expansion construction corresponding to the traffic organization plan and its completion, the average cost of a single obstacle removal and rescue in each period during the reconstruction and expansion construction corresponding to the traffic organization plan and its completion, and the accident rate in each section of the reconstruction and expansion section in each period after the reconstruction and expansion construction corresponding to the traffic organization plan and its completion.

[0061] Step S3: Utilize the calculation algorithm model of operating expenses, temporary engineering expenses, traffic organization expenses, obstacle removal and rescue expenses and comprehensive benefits to obtain the corresponding benefit calculation value.

[0062] The calculation algorithm model for revenue expenses can adopt the following formula:

[0063]

[0064] In the formula, E T,K The estimated value of the revenue cost of the traffic organization plan K within the period T, in units of "ten thousand yuan"; t S,K is the construction period of the renovation and expansion corresponding to the traffic organization plan K; t Y,K f is the time period after the completion of the reconstruction and expansion construction corresponding to the traffic organization plan K; jis the toll rate of vehicle type j, in “yuan / veh / km”; L i is the mileage of the section i to be rebuilt or expanded, in “km”; T S,K T is the renovation and expansion construction period corresponding to the traffic organization plan K; Y,K The deadline after the completion of the renovation and expansion construction corresponding to the traffic organization plan K; is the reconstruction and expansion construction period t corresponding to the traffic organization plan K S,K Traffic volume of vehicle type j in inner segment i, in “veh”; The time period t after the renovation and expansion construction corresponding to the traffic organization plan K is completed Y,K Traffic volume of vehicle type j in inner segment i, in “veh”.

[0065] The calculation algorithm model for temporary engineering costs can adopt the following formula:

[0066] A K =A 1,K +A 2,K +A 3,K +A 4,K

[0067] In the formula, A K is the estimated value of the temporary engineering cost corresponding to the traffic organization plan K, A 1,K A is the cost of maintaining access to the detour corresponding to the traffic organization plan K, in units of "10,000 yuan"; 2,K A is the cost of maintaining the temporary bridge corresponding to the traffic organization plan K, in "ten thousand yuan"; 3,K A is the cost of temporary safety facilities corresponding to the traffic organization plan K, in "ten thousand yuan"; 4,K It is the cost of other temporary facilities corresponding to the traffic organization plan K, in ten thousand yuan.

[0068] A 1,K =A 11,K +A 12,K +A 13,K

[0069] In the formula, A 11,K A is the maintenance, demolition and construction cost of the access road corresponding to the traffic organization plan K, in "10,000 yuan"; 12,K A is the cost of repairing and maintaining the original road corresponding to the traffic organization plan K, in “ten thousand yuan”; 13,K It is the local road maintenance cost corresponding to the traffic organization plan K, in “ten thousand yuan”.

[0070] A 3,K =A 31,K +A 32,K

[0071] In the formula, A31,K A is the cost of temporary traffic safety facilities corresponding to the traffic organization plan K, in "10,000 yuan", and temporary traffic safety facilities refer to temporary traffic signs, markings and guardrails, etc.; 32,K It is the cost of other safety facilities corresponding to the traffic organization plan K, with the unit of "ten thousand yuan". Other safety facilities refer to temporary slope protection and protective sheds during the construction period.

[0072] A 4,K =A 41,K +A 42,K

[0073] In the formula, A 41,K A is the cost of temporary power supply and water supply facilities corresponding to the traffic organization plan K, in "ten thousand yuan"; 42,K It is the cost of temporary drainage facilities corresponding to the traffic organization plan K, in “ten thousand yuan”.

[0074] Bridge maintenance fee A 2,K That is to say, it covers the cost of maintenance, demolition and construction of the convenience bridge, so it is not subdivided.

[0075] The calculation algorithm model of traffic organization cost can adopt the following formula:

[0076] W K =W 1,K +W 2,K +W 3,K +W 4,K

[0077] Where W K is the estimated value of the traffic organization cost corresponding to the traffic organization plan K, W 1,K is the cost of traffic organization measures corresponding to traffic organization plan K, in “ten thousand yuan”; W 2,K is the traffic organization maintenance cost corresponding to the traffic organization scheme K, in units of “ten thousand yuan”; W 3,K is the traffic organization coordination cost corresponding to the traffic organization plan K, in units of "ten thousand yuan"; W 4,K It is the traffic organization coordination fee corresponding to the traffic organization plan K, in “ten thousand yuan”.

[0078] W 1,K =W 11,K +W 12,K +W 13,K

[0079] Where W 11,K W is the cost of the main line reconstruction and expansion measures corresponding to the traffic organization plan K, in "ten thousand yuan"; 12,K W is the cost of the renovation and expansion of the overpass corresponding to the traffic organization plan K, in "10,000 yuan"; 13,KIt is the cost of traffic organization measures for the reconstruction and expansion of the interchange corresponding to traffic organization plan K, in “ten thousand yuan”.

[0080] W 3,K =W 31,K +W 32,K +W 33,K

[0081] Where W 31,K is the labor cost corresponding to the traffic organization plan K, in units of "ten thousand yuan"; W 32,K is the communication and coordination cost corresponding to the traffic organization plan K, in “ten thousand yuan”; W 33,K It is the publicity and education expenses corresponding to the traffic organization plan K, in “ten thousand yuan”.

[0082] Traffic organization maintenance cost W 2,K That is, the cost of maintaining and ensuring the normal operation of the construction area and surrounding transportation facilities; traffic organization and coordination costs W 4,K That is, the expenses used to support the work of traffic coordinators and traffic organization activities, so they are not subdivided.

[0083] The calculation algorithm model for obstacle removal and rescue costs can be adopted by the following formula:

[0084]

[0085] In the formula, R T,K is the estimated value of the cost of obstacle removal and rescue corresponding to the traffic organization plan K, is the reconstruction and expansion construction period t corresponding to the traffic organization plan K S,K On-site costs for obstacle removal and rescue of type m (m=1, costs of rescue personnel; m=2, costs of rescue equipment and vehicles), in units of "ten thousand yuan"; The time period t after the renovation and expansion construction corresponding to the traffic organization plan K is completed Y,K On-site costs for obstacle removal and rescue of type m (m=1, costs of rescue personnel; m=2, costs of rescue equipment and vehicles), in units of "ten thousand yuan"; is the reconstruction and expansion construction period t corresponding to the traffic organization plan K S,K The average cost of a single towing and rescue operation within the area, in units of "10,000 yuan / time"; The time period t after the renovation and expansion construction corresponding to the traffic organization plan K is completed Y,K The average cost of a single towing and rescue operation within the area, in units of "10,000 yuan / time"; is the reconstruction and expansion construction period t corresponding to the traffic organization plan K S,K The accident rate of inner section i, in units of “times / veh / km”, can be expressed as the accident rate function value of the probability H of traffic accident risk in the early stage, that is, (H), the accident rate function can be obtained by fitting the historical operation data of the road section that has been rebuilt and expanded, and can be dynamically adjusted according to the actual operation conditions in different reconstruction and expansion construction periods and sections; The time period t after the renovation and expansion construction corresponding to the traffic organization plan K is completed Y,K The accident rate of inner section i is measured in "times / veh / km". In the initial stage, it can be determined according to the overall accident rate of the regional road network during the operation period. In the later stage, it can be dynamically adjusted according to the actual operation situation after the construction of the reconstruction and expansion section is completed.

[0086] The calculation algorithm model of comprehensive benefits can adopt the following formula:

[0087] B T,K =E T,K -C T,K =E T,K -(A K +W K +R T,K )

[0088]

[0089] In the formula, B T,K It is the estimated value of the comprehensive benefits of the traffic organization plan K within the period T, in units of "ten thousand yuan".

[0090] A person of ordinary skill in the art can understand that all or part of the processes in the above-mentioned embodiment methods can be implemented by instructing related hardware through a computer program. The computer program can be stored in a non-volatile computer-readable storage medium. When the computer program is executed, it can include the processes of the embodiments of the above-mentioned methods.

[0091] In one embodiment, a computer device is further provided, including a memory and a processor, wherein a computer program is stored in the memory, and the processor implements the steps in the above-mentioned method embodiments when executing the computer program.

[0092] In one embodiment, a computer-readable storage medium is provided, on which a computer program is stored. When the computer program is executed by a processor, the steps in the above-mentioned method embodiments are implemented.

[0093] In one embodiment, a computer program product is provided, including a computer program, which implements the steps in the above method embodiments when executed by a processor.

[0094] Embodiment 2:

[0095] This embodiment provides a highway reconstruction and expansion traffic organization benefit calculation system. Figure 2As shown, the system is divided into three modules: traffic organization plan determination module, measurement data collection module, and model algorithm module.

[0096] The traffic organization plan determination module is used to determine the total period for calculating the traffic organization benefits of the highway reconstruction and expansion, the types of time periods within the reconstruction and expansion construction and the period after completion, and the types of sections of the reconstruction and expansion section. The above data are directly entered by the user and are required items.

[0097] The calculation data collection module is used to collect various basic data for calculating revenue expenses, temporary project expenses, traffic organization expenses and obstacle removal and rescue expenses. The various basic data are the same as those in Example 1.

[0098] In the basic data for calculating revenue and expenses, the toll rates for various types of vehicles are calibrated by the system according to the actual conditions of each province. Users can choose according to the province. At the same time, the toll rates for various types of vehicles can also be edited and saved by users. The rest of the basic data are directly entered by the user and are required items.

[0099] In the basic data for temporary project cost calculation, all basic data are directly entered by the user and are optional, allowing the user to choose or reject some costs based on the actual situation of the project.

[0100] In the basic data for calculating traffic organization costs, all basic data are directly entered by users and are optional items, allowing users to choose or reject some costs based on the actual situation of the project.

[0101] In the basic data for calculating the towing and rescue costs, all data are directly entered by the user and are required items.

[0102] The model algorithm module is the core function of the benefit calculation system, which is used to obtain various benefit calculation values ​​of highway reconstruction and expansion traffic organization based on the various parameters included in the above two modules, using the calculation algorithm model of revenue cost, the calculation algorithm model of temporary engineering cost, the calculation algorithm model of traffic organization cost, the calculation algorithm model of obstacle removal and rescue cost, and the calculation algorithm model of comprehensive benefit. The above models are the same as those in Example 1.

[0103] Each functional unit in the embodiment of the present invention may be integrated into one processing unit, or each unit may exist physically separately, or two or more units may be integrated into one unit. The above integrated unit may be implemented in the form of hardware or in the form of software functional units.

[0104] If the integrated unit is implemented in the form of a software functional unit and sold or used as an independent product, it can be stored in a computer-readable storage medium. Based on this understanding, the technical solution of the present invention is essentially or the part that contributes to the prior art, or all or part of the technical solution can be embodied in the form of a software product, and the computer software product is stored in a storage medium, including a number of instructions for a computer device (which can be a personal computer, a server, or a network device, etc.) to perform all or part of the steps of the method described in each embodiment of the present invention. The aforementioned storage medium includes: U disk, mobile hard disk, read-only memory (ROM, Read-Only Memory), random access memory (RAM, Random Access Memory), disk or optical disk and other media that can store program codes.

[0105] Embodiment 3:

[0106] This embodiment provides a system for calculating the benefits of highway reconstruction and expansion traffic organization. The specific description of the system business process is as follows:

[0107] 1. Based on the proposed highway reconstruction and expansion traffic organization plan, the user can independently determine the total period for calculating the benefits of highway reconstruction and expansion traffic organization, the types of time periods during the reconstruction and expansion construction and the period after completion, and the types of sections of the reconstruction and expansion section on the front-end interface.

[0108] 2. The user further inputs various basic data for calculating revenue expenses, temporary engineering expenses, traffic organization expenses and obstacle removal and rescue expenses corresponding to the highway reconstruction and expansion traffic organization plan in the front-end interface. The various basic data are the same as those in Example 1.

[0109] 3. After the user triggers the benefit calculation on the front-end interface, the front-end will feed back the above basic data to the back-end as a request.

[0110] 4. After receiving these basic data, the background uses the model to automatically analyze and calculate, and finally obtains the estimated values ​​of revenue expenses, temporary engineering expenses, traffic organization expenses, obstacle removal and rescue expenses and comprehensive benefits corresponding to the traffic organization plan for the highway reconstruction and expansion. The system will return each estimated value to the user front end. The above models are the same as Example 1.

[0111] 5. After receiving the various calculated values, the front end will return the various benefit calculation results of the highway reconstruction and expansion traffic organization to the user front-end interface.

[0112] The above is only a specific embodiment of the present invention, but the protection scope of the present invention is not limited thereto. Any technician familiar with the technical field can easily think of various equivalent modifications or replacements within the technical scope disclosed by the present invention, and these modifications or replacements should be included in the protection scope of the present invention. Therefore, the protection scope of the present invention shall be based on the protection scope of the claims.

Claims

1. A method for calculating the benefits of traffic organization for highway reconstruction and expansion, characterized in that: The following steps are involved: Step S1: According to the proposed highway reconstruction and expansion traffic organization plan, determine the total period for calculating the benefits of highway reconstruction and expansion traffic organization, and divide the reconstruction and expansion construction period and the types of time periods within the period after completion, and the types of sections of the reconstruction and expansion section; Step S2: Collect various basic data for calculating revenue costs, temporary engineering costs, traffic organization costs, and obstacle removal and rescue costs corresponding to the highway reconstruction and expansion traffic organization plan; Step S3: Utilize the calculation algorithm model of operating expenses, temporary engineering expenses, traffic organization expenses, obstacle removal and rescue expenses and comprehensive benefits to obtain the corresponding benefit calculation value.

2. According to claim 1, a method for calculating the benefits of highway reconstruction and expansion traffic organization, characterized in that: The total period for calculating the benefits of traffic organization for the highway reconstruction and expansion includes the reconstruction and expansion construction period corresponding to the traffic organization plan and the period after the reconstruction and expansion construction is completed.

3. According to claim 2, a method for calculating the benefits of highway reconstruction and expansion traffic organization is characterized in that: The calculation algorithm model of the revenue expenses is based on the following formula: In the formula, E T,K is the estimated value of the revenue cost of the traffic organization plan K within the estimated period T; t S,K is the construction period of the renovation and expansion corresponding to the traffic organization plan K; t Y,K f is the time period after the completion of the reconstruction and expansion construction corresponding to the traffic organization plan K; j is the toll rate for vehicle type j; L i is the mileage of section i of the road to be rebuilt or expanded; T S,K T is the renovation and expansion construction period corresponding to the traffic organization plan K; Y,K Q is the deadline after the completion of the renovation and expansion construction corresponding to the traffic organization plan K; ijtS,K is the reconstruction and expansion construction period t corresponding to the traffic organization plan K S,K Traffic volume of vehicle type j in inner segment i; Q ijtY,K The time period t after the renovation and expansion construction corresponding to the traffic organization plan K is completed Y,K Traffic volume of vehicle type j in inner segment i.

4. According to claim 3, a method for calculating the benefits of highway reconstruction and expansion traffic organization is characterized in that: The calculation algorithm model of the temporary engineering cost is based on the following formula: A K =A 1,K +A 2,K +A 3,K +A 4,K In the formula, A K is the estimated value of the temporary engineering cost corresponding to the traffic organization plan K, A 1,K A is the cost of the access road corresponding to the traffic organization plan K; 2,K A is the cost of the temporary bridge corresponding to the traffic organization plan K; 3,K A is the cost of temporary safety facilities corresponding to the traffic organization plan K; 4,K — Other temporary facilities costs corresponding to traffic organization plan K, A 1,K =A 11,K +A 12,K +A 13,K In the formula, A 11,K A is the maintenance, demolition and construction costs of the access road corresponding to the traffic organization plan K; 12,K A is the cost of repairing and maintaining the original road corresponding to the traffic organization plan K; 13,K is the local road maintenance cost corresponding to the traffic organization plan K, A 3,K =A 31,K +A 32,K In the formula, A 31,K A is the cost of temporary traffic safety facilities corresponding to the traffic organization plan K. Temporary traffic safety facilities refer to temporary traffic signs, markings and guardrails, etc.; 32,K It is the cost of other safety facilities corresponding to the traffic organization plan K. Other safety facilities refer to temporary slope protection and protective sheds during the construction period. A 4,K =A 41,K +A 42,K In the formula, A 41,K A is the cost of temporary power supply and water supply facilities corresponding to the traffic organization plan K; 42,K It is the cost of temporary drainage facilities corresponding to traffic organization plan K.

5. According to claim 4, a method for calculating the benefits of highway reconstruction and expansion traffic organization is characterized in that: The calculation algorithm model of the traffic organization fee is based on the following formula: IN K =In 1,K +W 2,K +W 3,K +W 4,K Where W K is the estimated value of the traffic organization cost corresponding to the traffic organization plan K, W 1,K is the cost of traffic organization measures corresponding to traffic organization plan K; W 2,K is the traffic organization maintenance cost corresponding to the traffic organization scheme K; W 3,K is the traffic organization coordination cost corresponding to the traffic organization plan K; W 4,K is the traffic organization coordination fee corresponding to the traffic organization plan K, IN 1,K =In 11,K +W 12,K +W 13,K Where W 11,K W is the cost of the main line reconstruction and expansion measures corresponding to the traffic organization plan K; 12,K W is the cost of the renovation and expansion of the overpass corresponding to the traffic organization plan K; 13,K is the cost of the interchange reconstruction and expansion traffic organization measures corresponding to traffic organization plan K, IN 3,K =In 31,K +W 32,K +W 33,K Where W 31,K is the human cost corresponding to the traffic organization plan K; W 32,K is the communication and coordination cost corresponding to the traffic organization plan K; W 33,K It is the publicity and education expenses corresponding to the traffic organization plan K.

6. A method for calculating the benefits of highway reconstruction and expansion traffic organization according to claim 5, characterized in that: The calculation algorithm model of the obstacle removal and rescue cost is based on the following formula: In the formula, R T,K is the estimated value of the cost of obstacle removal and rescue corresponding to the traffic organization plan K, is the reconstruction and expansion construction period t corresponding to the traffic organization plan K S,K The on-site costs of the obstacle removal and rescue of type m, m = 1, the cost of rescue personnel; m = 2, the cost of rescue equipment and vehicles; The time period t after the renovation and expansion construction corresponding to the traffic organization plan K is completed Y,K On-site towing and rescue expenses for type m; is the reconstruction and expansion construction period t corresponding to the traffic organization plan K S,K The average cost of a single towing and rescue operation within a certain period; The time period t after the renovation and expansion construction corresponding to the traffic organization plan K is completed Y,K The average cost of a single towing and rescue operation within a certain period; is the reconstruction and expansion construction period t corresponding to the traffic organization plan K S,K The accident rate of inner section i; The time period t after the renovation and expansion construction corresponding to the traffic organization plan K is completed Y,K Accident rate in inner segment i.

7. A highway reconstruction and expansion traffic organization benefit calculation system, characterized in that: include: The traffic organization plan determination module is used to determine the total period for calculating the traffic organization benefits of the highway reconstruction and expansion, the types of time periods during the reconstruction and expansion construction and the period after completion, and the types of sections of the reconstruction and expansion section; The calculation data collection module is used to collect various basic data for calculating revenue expenses, temporary engineering expenses, traffic organization expenses and obstacle removal and rescue expenses; The model algorithm module, based on the data determined by the traffic organization plan determination module and the basic data collected by the measurement data collection module, uses the measurement algorithm model of revenue expenses, the measurement algorithm model of temporary engineering expenses, the measurement algorithm model of traffic organization expenses, the measurement algorithm model of obstacle removal and rescue expenses, and the measurement algorithm model of comprehensive benefits to obtain the measurement values ​​of various benefits of highway reconstruction and expansion traffic organization.

8. A computer device comprising a memory and a processor, wherein the memory stores a computer program, wherein: When the processor executes the computer program, the steps of the measurement method according to any one of claims 1 to 6 are implemented.

9. A computer-readable storage medium having a computer program stored thereon, characterized in that: When the computer program is executed by a processor, the steps of the measurement method according to any one of claims 1 to 6 are implemented.

10. A computer program product, comprising a computer program, characterized in that When the computer program is executed by a processor, the steps of the measurement method according to any one of claims 1 to 6 are implemented.

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