Internet-based project management progress management and control system

Abstract

The invention discloses an internet-based project management progress management and control system, relates to the technical field of project management and control, and solves the technical problem of inaccurate progress management and control caused by difficulty in designing a targeted management and control scheme according to team working efficiency in a project management process. The method comprises the steps of obtaining historical project information and current project information; dividing the historical project information according to historical time data in the historical project information to generate a plurality of pieces of work week data; generating a work cycle curve and a project curve based on the work cycle data; extracting current time data and current project data in the current project data; and generating a date coefficient based on the current time data, the work week data and the project cycle data, and generating a management and control scheme based on the date coefficient and the current project data. According to the invention, the project team can know and grasp the progress condition of the project, so that resources and plans can be adjusted in time, and the working efficiency and the project management effect are improved.

Description

Technical Field

[0001] The present invention belongs to the field of project management and control, and specifically is an Internet-based project management progress control system. Background Art

[0002] With the continuous development of Internet technology, users hope to manage projects anytime and anywhere on mobile devices, which has brought new development opportunities and challenges to project management systems. Project management has also gradually transformed to the Internet, providing a theoretical basis and technical support for project managers to use information systems to carry out project management progress control. At the same time, project management progress control also faces many problems such as multiple points and wide areas, poor timeliness, etc. How to use information technology to carry out project control, promote the refinement of project management, improve project management efficiency, and reduce project performance risks has become an important issue facing project managers.

[0003] The prior art (invention patent application with publication number CN113283851A) discloses a project progress control method and system: determine the currently running project and each task in the project; when the preset timing plan is reached, obtain and store the current progress information of each task; when receiving the control instruction of the terminal, obtain the historical progress information of each task; according to the historical progress information and the current progress information, determine the progress trend chart of the project, and send the progress trend chart to the terminal for display by the terminal. The system controls the project as a whole through the deviation days of each project. The above scheme is difficult to provide targeted control schemes according to the work efficiency of the project team, and it is difficult to achieve dynamic prediction and dynamic control.

[0004] Therefore, the present invention discloses an Internet-based project management progress control system to solve the above technical problems. Summary of the invention

[0005] The present invention aims to solve at least one of the technical problems existing in the prior art; to this end, the present invention proposes an Internet-based project management progress control system, which is used to solve the technical problem that it is difficult to design targeted control plans based on the team's work efficiency during project management, resulting in inaccurate progress control. The present invention obtains a work week curve and a project curve through the team's own work efficiency, thereby generating a date coefficient, and generates a control plan based on the date coefficient and the current project completion status to solve the above problem.

[0006] To achieve the above-mentioned purpose, the first aspect of the present invention provides an Internet-based project management progress control system, comprising: an information processing module, and an information acquisition module and a display module connected thereto;

[0007] The information acquisition module is used to acquire historical project information and current project information;

[0008] The information processing module: extracts historical time data from historical project information, divides the historical project information according to the historical time data to generate a number of work week data; generates a work week curve and a project curve based on the work week data; and,

[0009] Extract the current time data and current project data from the current project data; generate date coefficients based on the current time data, work week data and project cycle data, and generate a control plan based on the date coefficients and current project data;

[0010] The display module is used to display the management and control plan to the user.

[0011] Preferably, the obtaining of historical project information and current project information includes:

[0012] When a user logs into the system account, the system determines whether it is the first time for the user to log in. If yes, the system fills in the basic team data and marks the basic team data as historical project information. If no, the system extracts the user's project log in the system. The basic team data filled in corresponds to the required historical project information one by one.

[0013] The system fills in the current time data and current work data set by the user to obtain the current project information.

[0014] Preferably, the historical project information is divided according to the historical time data to generate a plurality of the work week data, including:

[0015] Extract each project date and its corresponding date type in the historical time data; sort the project dates from the beginning to the end according to the order of the project dates to generate a project date table; determine whether the date type corresponding to the corresponding project date is a working day according to the order of the project date table from the beginning to the end;

[0016] If yes, the corresponding historical project data number is set as the working day number, and the working day number is increased by one;

[0017] If not, the corresponding historical project data number is set to the non-working day number; the working day number is set to 1; the non-working day number is 0;

[0018] Consolidate project data with consecutive weekday numbers into work week data.

[0019] Preferably, generating the work week curve based on the work week data includes:

[0020] The workload of each day in the extracted work week data is marked as RGi, where i is the work day number;

[0021] The corresponding daily work ratio RBi is calculated by the formula RBi=RGi / ∑(RGi), where the summation range of the summation symbol ∑ is i=1,2,…,n; n is the maximum value of the workday number in the corresponding work week data;

[0022] A single working week curve is generated according to the daily working ratio RBi and the corresponding working day number i; and a working week curve is generated by fitting a plurality of single working week curves.

[0023] Preferably, generating a single working week curve according to the daily working ratio RBi and the corresponding working day number i includes:

[0024] The date ratio QBi is calculated by the formula QBi=i / n; the date ratio QBi is used as the horizontal coordinate and the daily working ratio RBi is used as the vertical coordinate, and the single working week curve is constructed by using the interpolation method.

[0025] Preferably, generating the project curve based on the work week data includes:

[0026] Obtain the project date corresponding to the minimum workday number in the workweek data, and number the workweek data according to the project date to generate a workweek number marked as j; wherein j = 1, 2, ..., m; m is the maximum value of the workweek number;

[0027] The average value of the daily workload in the work week data is calculated and marked as RZj; the weekly work ratio RZBj is calculated by the formula RZBj=RZj / ∑(RZj); the cycle ratio ZBj is calculated by the formula ZBj=j / m;

[0028] Take the cycle ratio ZBj as the horizontal axis and the weekly work ratio RZBj as the vertical axis, and use the interpolation method to construct the project curve.

[0029] Preferably, generating a date coefficient based on current time data, work week data and project cycle data includes:

[0030] Extracting several project dates and their corresponding date types from the current time data; dividing the current project information according to the project dates and their corresponding date types to generate several work week data;

[0031] Obtain the date ratio and cycle ratio corresponding to each project date; obtain the day work ratio corresponding to the project date according to the date ratio and the work week curve, recorded as the work day coefficient GR; obtain the week work ratio corresponding to the project date according to the cycle ratio and the project curve, recorded as the work week coefficient GZ;

[0032] The date coefficient RQ corresponding to the project date is calculated by the formula RQ=α×GR×GZ; wherein α is the proportionality coefficient.

[0033] Preferably, generating the control plan based on the date coefficient and the current project data includes:

[0034] Extract the total workload in the current project data; calculate the remaining planning amount based on the total workload and the date coefficient; determine whether the remaining planning amount is greater than the remaining workload;

[0035] If yes, the daily planned quantity of the remaining planned total quantity will be integrated into the control plan;

[0036] If not, obtain the remaining working days, calculate the average workload of the remaining working days based on the total remaining work and the remaining working days, and record it as the daily work remaining amount. When the daily work remaining amount is less than the daily workload threshold, generate a management and control plan based on the daily work remaining amount. Otherwise, obtain the remaining project days, calculate the average workload of the remaining project days based on the total remaining work and the remaining project days, and record it as the daily project remaining amount. When the daily project remaining amount is less than the daily workload threshold, generate a management and control plan based on the daily project remaining amount. Otherwise, obtain the maximum weekly workload, and generate a planning plan based on the total remaining work and the maximum weekly workload. The daily workload threshold is the average workload of the maximum week.

[0037] Preferably, the remaining planned total amount is calculated based on the total workload and the date coefficient, including:

[0038] The total workload is obtained and marked as ZG; the date coefficient RQ corresponding to each project date is obtained; the daily planning amount corresponding to each project date is calculated by the formula GH=ZG×RQ, and the daily planning amounts of all remaining working days are accumulated to obtain the remaining planning total amount; among which, the remaining working days are the number of working days between the current date and the project deadline.

[0039] Preferably, the control plan is generated according to the remaining daily work, including:

[0040] The total workload of each remaining working week is obtained by integrating and counting the daily remaining workload, and the planned daily workload in each remaining working week is obtained based on the working week curve and the total workload of the remaining working week;

[0041] Integrate all planned daily workload into a management and control plan.

[0042] Compared with the prior art, the present invention has the following beneficial effects:

[0043] 1. The present invention obtains historical time data and generates work week data according to the time data. Based on the work week data, the system can generate a work week curve and a project curve to achieve refined control over the project progress, which enables the project team to understand and grasp the progress of the project more accurately, so as to adjust resources and plans in time, improve work efficiency and project management effects; at the same time, the present invention generates a date coefficient based on the current time data, work week data and project cycle data. Through the calculation of the date coefficient, the system can generate a reasonable control plan in combination with the current project data, which makes project control more scientific and standardized, can better meet the actual needs of the project, and improve the overall management level of the project.

[0044] 2. The present invention does not divide the work week according to the traditional week system, but marks statutory holidays as non-working days, and classifies the working days between two adjacent non-working days as one work week. This is conducive to the system using more effective working day data when constructing the work week curve, thereby improving the accuracy of the system prediction. BRIEF DESCRIPTION OF THE DRAWINGS

[0045] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0046] Figure 1 A schematic diagram of a system module in an embodiment of the present invention;

[0047] Figure 2 A schematic diagram of a step flow chart in an embodiment of the present invention;

[0048] Figure 3 Generate a flow chart for the control scheme in the embodiment of the present invention. DETAILED DESCRIPTION

[0049] The technical solution of the present invention will be clearly and completely described below in conjunction with the embodiments. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0050] See also Figure 1-Figure 3 , the first aspect of the present invention provides an Internet-based project management progress control system, including: an information processing module, and an information acquisition module and a display module connected thereto;

[0051] Information acquisition module: used to obtain historical project information and current project information;

[0052] Information processing module: extracting historical time data from historical project information, dividing the historical project information according to the historical time data to generate several work week data; generating work week curves and project curves based on the work week data; and,

[0053] Extract the current time data and current project data from the current project data; generate date coefficients based on the current time data, work week data and project cycle data, and generate a control plan based on the date coefficients and current project data;

[0054] Display module: used to display the management and control plan to the user.

[0055] This application obtains historical project information and current project information, including:

[0056] When a user logs into the system account, the system determines whether it is the first time for the user to log in. If yes, the system fills in the basic team data and marks the basic team data as historical project information. If no, the system extracts the user's project log in the system. The basic team data filled in corresponds to the required historical project information one by one.

[0057] The system fills in the current time data and current work data set by the user to obtain the current project information.

[0058] It should be noted that the system set up in this step determines whether the user is logging in for the first time in order to allow new users to quickly use the system. After the new user fills in the team's basic data, the system analyzes the team's basic data and fills the team's basic data into the historical project information.

[0059] In this application, historical project information is divided according to historical time data to generate several work week data, including:

[0060] Extract each project date and its corresponding date type in the historical time data; sort the project dates from the beginning to the end according to the order of the project dates to generate a project date table; determine whether the date type corresponding to the corresponding project date is a working day according to the order of the project date table from the beginning to the end;

[0061] If yes, the corresponding historical project data number is set as the working day number, and the working day number is increased by one;

[0062] If not, the corresponding historical project data number is set to the non-working day number; the working day number is set to 1; the non-working day number is 0;

[0063] Consolidate project data with consecutive weekday numbers into work week data.

[0064] It is worth noting that the work week division of this system is not based on the traditional week system. Instead, statutory holidays are marked as non-working days, and the working days between two adjacent non-working days are classified as one work week. This helps the system use more effective working day data when constructing the work week curve, thereby improving the accuracy of the system's predictions.

[0065] In this application, a work week curve is generated based on work week data, including:

[0066] The workload of each day in the extracted work week data is marked as RGi, where i is the work day number;

[0067] The corresponding daily work ratio RBi is calculated by the formula RBi=RGi / ∑(RGi), where the summation range of the summation symbol ∑ is i=1,2,…,n; n is the maximum value of the workday number in the corresponding work week data;

[0068] A single working week curve is generated according to the daily working ratio RBi and the corresponding working day number i; and a working week curve is generated by fitting a plurality of single working week curves.

[0069] It is worth noting that the different working modes of each team may lead to different working efficiency of each team. This step generates a working week curve through simple working week curve fitting. The working week curve can be used to see the relationship between the workload of the project team on each working day in a working week, and the working efficiency of the project team can be obtained. For example: Team A's working efficiency in the early stage of the project is higher than in other time periods; Team B's efficiency in the middle stage of the project is higher than in other time periods.

[0070] In this application, a single work week curve is generated according to the daily work ratio RBi and the corresponding work day number i, including:

[0071] The date ratio QBi is calculated by the formula QBi=i / n; the date ratio QBi is used as the horizontal coordinate and the daily working ratio RBi is used as the vertical coordinate, and the single working week curve is constructed by using the interpolation method.

[0072] In this application, a project curve is generated based on work week data, including:

[0073] Obtain the project date corresponding to the minimum workday number in the workweek data, and number the workweek data according to the project date to generate a workweek number marked as j; where j = 1, 2, ..., m; m is the maximum value of the workweek number;

[0074] The average value of the daily workload in the work week data is calculated and marked as RZj; the weekly work ratio RZBj is calculated by the formula RZBj=RZj / ∑(RZj); the cycle ratio ZBj is calculated by the formula ZBj=j / m;

[0075] Take the cycle ratio ZBj as the horizontal axis and the weekly work ratio RZBj as the vertical axis, and use the interpolation method to construct the project curve.

[0076] It is worth noting that in obtaining the weekly work ratio, the average daily workload of the work week is selected for calculation instead of the total workload of the work week. This is because the working days of each work week may be different, which leads to a great impact of the working days on the total workload of the work week. Using the total workload will cause a large deviation in the weekly work ratio, which is not in line with reality. Using the average workload can eliminate the impact of different working days on the weekly work ratio.

[0077] For example, when Team C is working on a construction project, it takes 15 working days to complete it. However, the 3rd and 4th days after the project starts are holidays. If the total workload of the construction project is included in the calculation, the total workload will be reduced in the first working week due to the small number of working days. In this case, it is more scientific to include the average daily workload of the working week in the calculation.

[0078] In this application, date coefficients are generated based on current time data, work week data, and project cycle data, including:

[0079] Extract several project dates and their corresponding date types from the current time data; divide the current project information according to the project dates and their corresponding date types to generate several work week data;

[0080] Obtain the date ratio and cycle ratio corresponding to each project date; obtain the daily work ratio corresponding to the project date based on the date ratio and the work week curve, recorded as the work day coefficient GR; obtain the weekly work ratio corresponding to the project date based on the cycle ratio and the project curve, recorded as the work week coefficient GZ;

[0081] The date coefficient RQ corresponding to the project date is calculated by the formula RQ=α×GR×GZ; where α is the proportional coefficient.

[0082] It should be noted that the date types corresponding to each project date are all working days, because only working days have date ratios and cycle ratios.

[0083] In this application, a control plan is generated based on date coefficients and current project data, including:

[0084] Extract the total workload in the current project data; calculate the remaining planning amount based on the total workload and the date coefficient; determine whether the remaining planning amount is greater than the remaining workload;

[0085] If yes, the daily planned quantity of the remaining planned total quantity will be integrated into the control plan;

[0086] If not, obtain the remaining working days, calculate the average workload of the remaining working days based on the total remaining work and the remaining working days, and record it as the daily work remaining amount. When the daily work remaining amount is less than the daily workload threshold, generate a management and control plan based on the daily work remaining amount. Otherwise, obtain the remaining project days, calculate the average workload of the remaining project days based on the total remaining work and the remaining project days, and record it as the daily project remaining amount. When the daily project remaining amount is less than the daily workload threshold, generate a management and control plan based on the daily project remaining amount. Otherwise, obtain the maximum weekly workload, and generate a planning plan based on the total remaining work and the maximum weekly workload. The daily workload threshold is the average workload of the maximum week.

[0087] It should be noted that the purpose of determining whether the total remaining planning amount is greater than the total remaining work amount is to analyze whether the project can be completed before the deadline based on the current efficiency; if so, the daily planning amount of the total remaining planning amount is integrated into the management and control plan; if not, the analysis continues.

[0088] It is worth noting that when the remaining project days are obtained, it means that the project cannot be completed on time by relying solely on working days. At this time, if the project is to be completed on time, non-working days need to be added to the allocation, and then the average workload of the remaining project days is calculated based on the total remaining workload and the remaining project days, and recorded as the daily project remaining workload.

[0089] It is worth noting that generating a management and control plan based on the daily project remaining volume can be understood as dividing the total remaining work by the remaining days of the project, and then taking 7 days as a standard week, obtaining the total workload of the standard week based on the number of days in the standard week, and obtaining the planned daily workload in each standard week based on the total workload of the standard week and the work week curve.

[0090] In this application, the remaining planning amount is calculated based on the total workload and date coefficient, including:

[0091] The total workload is obtained and marked as ZG; the date coefficient RQ corresponding to each project date is obtained; the daily planning amount corresponding to each project date is calculated by the formula GH=ZG×RQ, and the daily planning amounts of all remaining working days are accumulated to obtain the remaining planning total amount; among which, the remaining working days are the number of working days between the current date and the project deadline.

[0092] In this application, a control plan is generated based on the remaining daily workload, including:

[0093] The total workload of each remaining working week is obtained by integrating and counting the daily remaining workload, and the planned daily workload in each remaining working week is obtained based on the working week curve and the total workload of the remaining working week;

[0094] Integrate all planned daily workload into a management and control plan.

[0095] It is worth noting that the project management progress control system in this embodiment can not only generate control plans for engineering teams, but also generate control plans for individuals. For example, when personal project management progress control is required, the system can analyze the individual's habits and work efficiency to obtain the individual's work week curve and project curve. At this time, the system has already obtained the individual's work habits, and then performs project management and progress forecasting based on the individual's work habits.

[0096] It is worth noting that in another embodiment, the control plan of the engineering team can be generated by superimposing the control plans of each staff member in the engineering team. For example, the engineering team manager can require each staff member of the engineering team to log in to the system, obtain the personal control plan through the system, and then transmit it to the account of the engineering team manager. When the manager chooses to merge the personal control plans, the system superimposes these personal control plans and synthesizes them to obtain the control plan of the engineering team.

[0097] Part of the data in the above formula is calculated by removing the dimension and taking its numerical value. The formula is a formula closest to the actual situation obtained by software simulation of a large amount of collected data; the preset parameters and preset thresholds in the formula are set by technical personnel in this field according to actual conditions or obtained through simulation of a large amount of data.

[0098] Working principle of the present invention:

[0099] Obtain historical project information and current project information; extract historical time data from historical project information, divide the historical project information according to the historical time data to generate several work week data; generate work week curves and project curves based on the work week data; and, extract current time data and current project data from current project data; generate date coefficients based on current time data, work week data and project cycle data, and generate management and control plans based on the date coefficients and current project data.

[0100] The above embodiments are only used to illustrate the technical method of the present invention rather than to limit it. Although the present invention has been described in detail with reference to the preferred embodiments, those skilled in the art should understand that the technical method of the present invention may be modified or replaced by equivalents without departing from the spirit and scope of the technical method of the present invention.

Claims

1. An Internet-based project management progress control system, characterized in that: include: An information processing module, and an information acquisition module and a display module connected thereto; The information acquisition module is used to acquire historical project information and current project information; The information processing module: extracts historical time data from historical project information, divides the historical project information according to the historical time data to generate a number of work week data; generates a work week curve and a project curve based on the work week data; and, Extract the current time data and current project data from the current project data; Generate date coefficients based on current time data, work week data and project cycle data, and generate control plans based on date coefficients and current project data; The display module is used to display the management and control plan to the user.

2. According to claim 1, the project management progress control system based on the Internet is characterized in that: The obtaining of historical project information and current project information includes: When a user logs into the system account, the system determines whether it is the first time for the user to log in. If yes, the system fills in the basic team data and marks the basic team data as historical project information. If no, the system extracts the user's project log in the system. The basic team data filled in corresponds to the required historical project information one by one. The system fills in the current time data and current work data set by the user to obtain the current project information.

3. The Internet-based project management progress control system according to claim 1, characterized in that: The historical project information is divided according to the historical time data to generate a number of work week data, including: Extract each project date and its corresponding date type in the historical time data; sort the project dates from the beginning to the end according to the order of the project dates to generate a project date table; determine whether the date type corresponding to the corresponding project date is a working day according to the order of the project date table from the beginning to the end; If yes, the corresponding historical project data number is set as the working day number, and the working day number is increased by one; If not, the corresponding historical project data number is set to the non-working day number; the working day number is set to 1; the non-working day number is 0; Consolidate project data with consecutive weekday numbers into work week data.

4. The Internet-based project management progress control system according to claim 3, characterized in that: Generating the work week curve based on the work week data includes: The workload of each day in the extracted work week data is marked as RGi, where i is the work day number; The corresponding daily work ratio RBi is calculated by the formula RBi=RGi / ∑(RGi), where the summation range of the summation symbol ∑ is i=1,2,…,n; n is the maximum value of the workday number in the corresponding work week data; A single working week curve is generated according to the daily working ratio RBi and the corresponding working day number i; and a working week curve is generated by fitting a plurality of single working week curves.

5. The Internet-based project management progress control system according to claim 4, characterized in that: The generating of a single working week curve according to the daily working ratio RBi and the corresponding working day number i includes: The date ratio QBi is calculated by the formula QBi=i / n; the date ratio QBi is used as the horizontal coordinate and the daily working ratio RBi is used as the vertical coordinate, and the single working week curve is constructed by using the interpolation method.

6. The Internet-based project management progress control system according to claim 3, characterized in that: The generating the project curve based on the work week data comprises: Obtain the project date corresponding to the minimum workday number in the workweek data, and number the workweek data according to the project date to generate a workweek number marked as j; wherein j = 1, 2, ..., m; m is the maximum value of the workweek number; The average value of the daily workload in the work week data is calculated and marked as RZj; the weekly work ratio RZBj is calculated by the formula RZBj=RZj / ∑(RZj); the cycle ratio ZBj is calculated by the formula ZBj=j / m; Take the cycle ratio ZBj as the horizontal axis and the weekly work ratio RZBj as the vertical axis, and use the interpolation method to construct the project curve.

7. The Internet-based project management progress control system according to claim 1, characterized in that: The generating of date coefficients based on current time data, work week data and project cycle data includes: Extracting several project dates and their corresponding date types from the current time data; dividing the current project information according to the project dates and their corresponding date types to generate several work week data; Obtain the date ratio and cycle ratio corresponding to each project date; obtain the day work ratio corresponding to the project date according to the date ratio and the work week curve, recorded as the work day coefficient GR; obtain the week work ratio corresponding to the project date according to the cycle ratio and the project curve, recorded as the work week coefficient GZ; The date coefficient RQ corresponding to the project date is calculated by the formula RQ=α×GR×GZ; wherein α is the proportionality coefficient.

8. The Internet-based project management progress control system according to claim 1, characterized in that: The control plan is generated based on the date coefficient and the current project data, including: Extract the total workload in the current project data; calculate the remaining planning amount based on the total workload and the date coefficient; determine whether the remaining planning amount is greater than the remaining workload; If yes, the daily planned quantity of the remaining planned total quantity will be integrated into the control plan; If not, obtain the remaining working days, calculate the average workload of the remaining working days based on the total remaining work and the remaining working days, and record it as the daily work remaining amount. When the daily work remaining amount is less than the daily workload threshold, generate a management and control plan based on the daily work remaining amount. Otherwise, obtain the remaining project days, calculate the average workload of the remaining project days based on the total remaining work and the remaining project days, and record it as the daily project remaining amount. When the daily project remaining amount is less than the daily workload threshold, generate a management and control plan based on the daily project remaining amount. Otherwise, obtain the maximum weekly workload, and generate a planning plan based on the total remaining work and the maximum weekly workload. The daily workload threshold is the average workload of the maximum week.

9. The Internet-based project management progress control system according to claim 8, characterized in that: The remaining planning amount is calculated based on the total workload and date coefficient, including: The total workload is obtained and marked as ZG; the date coefficient RQ corresponding to each project date is obtained; the daily planning amount corresponding to each project date is calculated by the formula GH=ZG×RQ, and the daily planning amounts of all remaining working days are accumulated to obtain the remaining planning total amount; among which, the remaining working days are the number of working days between the current date and the project deadline.

10. The Internet-based project management progress control system according to claim 8, characterized in that: The control plan is generated according to the remaining daily work, including: The total workload of each remaining working week is obtained by integrating and counting the daily remaining workload, and the planned daily workload in each remaining working week is obtained based on the working week curve and the total workload of the remaining working week; Integrate all planned daily workload into a management and control plan.

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