CN113240317A - Method and device for determining evacuation duration, electronic equipment and storage medium - Google Patents

Method and device for determining evacuation duration, electronic equipment and storage medium Download PDF

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CN113240317A
CN113240317A CN202110594962.4A CN202110594962A CN113240317A CN 113240317 A CN113240317 A CN 113240317A CN 202110594962 A CN202110594962 A CN 202110594962A CN 113240317 A CN113240317 A CN 113240317A
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罗俏
陈通
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Guangzhou Shipyard International Co Ltd
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Abstract

The embodiment of the invention discloses a method and a device for determining evacuation duration, electronic equipment and a storage medium. The method comprises the following steps: acquiring path data of each path segment in any evacuation route, and respectively determining target traffic flow of each path segment based on the path data of each path segment and the position information of each path segment; and determining the people flow duration and the people moving duration of the evacuation route based on the target traffic flow of each route section in any evacuation route and each route data, and determining the evacuation duration of the evacuation route based on the people flow duration and the people moving duration. Through the technical scheme disclosed by the embodiment of the invention, personnel on the ship can be quickly evacuated to a safe position after danger occurs in each random area when the ship is abandoned, and the safety guarantee of the ship is improved.

Description

Method and device for determining evacuation duration, electronic equipment and storage medium
Technical Field
The embodiment of the invention relates to the technical field of ship personnel evacuation capability assessment, in particular to a method and a device for determining evacuation duration, electronic equipment and a storage medium.
Background
With the continuous development of shipbuilding technology, the design and construction of ships show the trend of large-scale, complicated and intelligent development, the ship load capacity and passenger capacity are continuously increased, and once disasters such as overturning, fire and the like occur, more huge life and property losses are often caused.
Therefore, how to realize orderly and rapid evacuation of a large number of people in a complicated and narrow hull space becomes a key problem in ship design.
Disclosure of Invention
The invention provides a method and a device for determining evacuation duration, electronic equipment and a storage medium, which are used for rapidly evacuating people on a ship to a safe position after the personnel on the ship are in danger in each random area during ship abandon and evacuation, and improving the safety guarantee of the ship.
In a first aspect, an embodiment of the present invention provides a method for determining an evacuation duration, including:
acquiring path data of each path segment in any evacuation route, and respectively determining target traffic flow of each path segment based on the path data of each path segment and the position information of each path segment;
and determining the people flow duration and the people moving duration of the evacuation route based on the target traffic flow of each route section in any evacuation route and each route data, and determining the evacuation duration of the evacuation route based on the people flow duration and the people moving duration.
In a second aspect, an embodiment of the present invention also provides an evacuation duration determination apparatus, including:
the system comprises a target traffic flow determining module, a route determining module and a traffic flow determining module, wherein the target traffic flow determining module is used for acquiring the route data of each route section in any evacuation route and respectively determining the target traffic flow of each route section based on the route data of each route section and the position information of each route section;
and the evacuation duration determining module is used for determining the people flow duration and the personnel moving duration of the evacuation route based on the target traffic flow of each route section in any one evacuation route and each route data, and determining the evacuation duration of the evacuation route based on the people flow duration and the personnel moving duration.
In a third aspect, an embodiment of the present invention further provides an electronic device, where the electronic device includes:
one or more processors;
a storage device for storing one or more programs,
when executed by the one or more processors, cause the one or more processors to implement a method of determining an evacuation period as provided in any embodiment of the invention.
In a fourth aspect, embodiments of the present invention also provide a determination machine readable storage medium on which is stored a determination machine program that, when executed by a processor, implements the determination method of the evacuation time period provided by any of the embodiments of the present invention.
The technical scheme of the embodiment of the invention specifically comprises the following steps: acquiring path data of each path section in any evacuation route, and respectively determining target traffic flow of each path section based on the path data of each path section and the position information of each path section; the congestion condition of the current path section can be seen through the target traffic flow; further, determining the people duration and the people moving duration of the evacuation route based on the short target traffic flow of each route and the route data of each route section in any evacuation route, and determining the evacuation duration of the evacuation route based on the people flow duration and the people moving duration; the evacuation duration of each evacuation route can be flexibly determined. According to the technical scheme of the embodiment of the invention, the congestion condition of each path section is timely known through the target traffic flow of each path section of each evacuation route, the evacuation duration of each evacuation route in which each path section is located is determined based on the target traffic flow of each path section and the path data, the evacuation duration of each evacuation route is flexibly determined, personnel on a ship can be quickly evacuated to a safe position after danger occurs in each random area during ship abandoning and evacuation, and the safety guarantee of the ship is improved.
Drawings
In order to more clearly illustrate the technical solutions of the exemplary embodiments of the present invention, a brief description is given below of the drawings used in describing the embodiments. It should be clear that the described figures are only views of some of the embodiments of the invention to be described, not all, and that for a person skilled in the art, other figures can be derived from these figures without inventive effort.
Fig. 1 is a flowchart of a method for determining an evacuation duration according to an embodiment of the present invention;
fig. 2 is a flowchart of a method for determining an evacuation time period according to a second embodiment of the present invention;
fig. 3 is a schematic structural view of an evacuation duration determination device provided in a third embodiment of the present invention;
fig. 4 is a schematic structural diagram of an electronic device according to a fourth embodiment of the present invention.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and examples. It is to be understood that the specific embodiments described herein are merely illustrative of the invention and are not limiting of the invention. It should be further noted that, for the convenience of description, only some of the structures related to the present invention are shown in the drawings, not all of the structures.
Example one
Fig. 1 is a flowchart of an evacuation duration determination method according to an embodiment of the present invention, and this embodiment is applicable to a case where, when a ship is in danger, an evacuation duration of people on the ship from a point to a rendezvous point is determined, and in particular, is more applicable to a case where an evacuation duration of people on the ship from a point to a rendezvous point is determined based on path data of path segments in the evacuation routes. The method can be carried out by means of the determination of the evacuation duration, which means can be implemented in software and/or hardware.
Before the technical solution of the embodiment of the present invention is introduced, an application scenario of the embodiment is introduced adaptively. Of course, the following application scenarios are only described as alternative embodiments, and the technical solution of the embodiment of the present invention may also be applied to other application scenarios, and the application scenarios of the technical solution are not limited in this embodiment. The specific application scenarios include:
with the continuous development of shipbuilding technology, the design and construction of ships show the trend of large-scale, complicated and intelligent development, the ship load capacity and passenger capacity are continuously increased, and once disasters such as overturning, fire and the like occur, more huge life and property losses are often caused. Therefore, how to realize orderly and rapid evacuation of a large number of people in a complicated and narrow hull space becomes a key problem in ship design.
In order to solve the above technical problem, in the technical solution of this embodiment, the evacuation duration of each evacuation route is quickly calculated by using the path data of the path segment of each evacuation route based on an Excel table and a preset interpolation formula in the table, and the specific technical solution includes: acquiring path data of each path section in any evacuation route, and respectively determining target traffic flow of each path section based on the path data of each path section and the position information of each path section; the congestion condition of the current path section can be seen through the target traffic flow; further, determining the people duration and the people moving duration of the evacuation route based on the short target traffic flow of each route and the route data of each route section in any evacuation route, and determining the evacuation duration of the evacuation route based on the people flow duration and the people moving duration; the evacuation duration of each evacuation route is flexibly determined, so that personnel on the ship can be quickly evacuated to a safe position after danger occurs in each random area during ship abandoning and evacuation, and the safety guarantee of the ship is improved.
As shown in fig. 1, the technical solution of the embodiment of the present invention specifically includes the following steps:
and S110, acquiring path data of each path section in any evacuation route, and respectively determining the target traffic flow of each path section based on the path data of each path section and the position information of each path section.
In the embodiment of the invention, the evacuation route is a route from a local point to a designated rendezvous point for crews and passengers on the ship when the ship is in danger, and the evacuation route can include, but is not limited to, an evacuation route obtained by randomly combining various route sections; the path segments may be respective areas on the vessel, for example, the path segments may be divided into path segments such as corridors, doors, and stairways based on type, and the number of the path segments included in the evacuation route is at least one end, i.e., one evacuation route may include only one path segment or may include a plurality of path segments. The path data for a path segment includes net width data, length data, and the number of people within the path segment. Where the net width of a path segment may be the width data in that path segment, such as the actual channel width from the handrails of corridors and stairways and the doors in the fully open position. The length of a path segment is the actual length from the beginning end to the end of the path segment. The target traffic flow may be the number of people passing through the path segment per unit time.
Specifically, the method for respectively determining the target traffic flow of each path segment based on the path data of each path segment and the position information of each path segment includes: determining the personnel density of the path section based on the net width data, the length data and the personnel number of the path section, and determining the target flow ratio of the path section based on the density data; further, a target traffic flow for the path segment is determined based on the target traffic ratio and the net width data for the path segment.
Wherein the person density is the area occupied by a single person within the path. The person density is determined by the area of the path segment determined by the net width data and the length data of the path segment and the number of persons within the range of the path segment. Specifically, the net width data and the length data of the path section are multiplied to obtain the area of the path section; and dividing the number of the persons in the range of the path section by the area of the path section to obtain the person density of the path section.
In some embodiments, the path association list is previously established in accordance with the positional relationship of the respective path segments of the respective evacuation routes. Wherein any path in the path association list comprises at least one adjacent path. When the path section is a starting path section or an ending path section in the evacuation route, only one end adjacent to the path section is provided with an adjacent path section; when the path section is an intermediate path section, both ends adjacent to the path section are provided with adjacent path sections.
Optionally, when the route segment is a starting route segment in the evacuation route, the method for determining the target flow ratio of the route segment based on the person density of the route segment includes: determining a target flow ratio of the path section based on the personnel density and a preset interpolation formula of the flow ratio; when the path segment is an intermediate path segment or an end path segment in the evacuation route, the method of determining the target flow ratio of the path segment based on the density of people in the path segment further includes: determining an initial flow ratio of a path section based on a personnel density and flow ratio preset interpolation formula; if the initial flow ratio is smaller than a preset path flow ratio threshold value, taking the initial flow ratio as a target flow ratio of the path section; or, if the initial flow rate ratio is greater than the preset path flow rate ratio threshold, the preset path flow rate ratio threshold is used as the target flow rate ratio of the path segment. Wherein the target flow ratio may be the flow within a unit of net width of the path segment.
Specifically, the target flow rate ratio can be determined by comparing a preset path flow rate threshold value after an interpolation formula is preset by the personnel density and the flow rate ratio; optionally, the initial flow rate ratio of the path segment may be determined by a preset interpolation formula of the personnel density and the flow rate ratio. When the numerical values of the personnel density are different, the adopted interpolation formula is also different. Illustratively, as shown in the following table, when the personnel density of any path segment is in the range of 1.9< D ≦ 3.2, the preset flow ratio interpolation formula for determining the initial flow ratio of the path segment is: 441/325-D × 47/130.
Table 1: flow ratio preset interpolation formula table
Personnel density D (p/m)2) Flow ratio preset interpolation formula
0<D≤0.5 D×1.3
0.5<D≤1.9 D×13/28+117/280
1.9<D≤3.2 2.25-D×0.5
3.2<D<3.5 4.17-D×1.1
D≥3.5 0.32
And comparing the determined initial flow ratio of the path section under each personnel density with a preset path flow ratio threshold value, and determining a comparison result. If the initial flow ratio is smaller than a preset path flow ratio threshold value, taking the initial flow ratio as a target flow ratio of the path section; and if the initial flow ratio is larger than the preset path flow ratio threshold, taking the preset path flow ratio threshold as a target flow ratio of the path segment, and after the preset path flow ratio threshold is taken as the target flow ratio of the path segment, forming an evacuation queue at the path segment, and orderly queuing and evacuating the personnel in the queue. The operation of determining the target flow ratio has the beneficial effects that: the speed of the flow of the person in the section of the path can be controlled so as to avoid dangerous events such as trampling.
Specifically, the method for determining the target traffic flow of the path segment based on the target traffic ratio and the net width data of the path segment may include: and multiplying the target traffic ratio of the path section by the net width data of the path section to determine the target traffic of the path section.
Specifically, a method for determining a target traffic flow of any route segment in any evacuation route is described as an example: at least one adjacent path segment of the path segment is determined based on the location of the path segment. Optionally, when the path segment is a starting path segment, the determination method described in the above embodiment is based on the path data to determine the target traffic flow. When the path segment is an intermediate segment or an end segment, the target traffic flow of the path segment can be determined according to the number of adjacent path segments. For example, when the path segment is a convergence of a plurality of path segments, the target traffic flow of the path segment is a sum of adjacent target traffic flows of adjacent path segments. And when the path section is the turning point of other types of path sections, determining the target traffic flow of the current path section based on the preset conversion relation of the target traffic flow among different types and the adjacent target traffic flow. Of course, the method for determining the target traffic flow is only an optional embodiment, and the target traffic flow of the path segment may also be specifically determined according to the actual situation, and this embodiment is not limited again.
And S120, determining the people flow duration and the people moving duration of the evacuation route based on the target traffic flow and the path data of each path section in any evacuation route, and determining the evacuation duration of the evacuation route based on the people flow duration and the people moving duration.
In an embodiment of the invention, the duration of the stream of people may be interpreted as the duration of time from the first person to the last person passing through the path segment among all people within any path segment. The duration of the pedestrian flow of any path segment can be determined by the number of people in the range of the path segment and the target passing number of the path segment. The person movement duration is the duration of time that any person within any path segment passes through the range of path segment lengths. The moving time of the personnel in any path section can be determined by the length data of the path section and the moving speed of the personnel in the path; the moving speed of the personnel can be determined by a personnel flow ratio of the path section and a preset interpolation formula of the moving speed.
Specifically, the method for determining the duration of the stream of people of any path segment may include: dividing the number of people by the target passing number can obtain the duration of the pedestrian flow of the path section. According to the method, the people flow duration of other path sections of the evacuation route where the path section is located is calculated, the people flow duration is compared, and the people flow duration with the largest value in the comparison result is used as the people flow duration of the evacuation route.
Specifically, the method for determining the movement duration of the person in any path segment may include: and obtaining the personnel moving speed of the path section based on a preset difference formula of the personnel flow ratio and the moving speed of the path section. As shown in table 2, the preset moving speed difference formula is different according to the type of the path segment and the personnel flow rate of the path segment:
table 2: formula table for preset difference value of moving speed
Figure BDA0003090779320000091
Of course, in some embodiments, if the path segment is the starting path segment, the determination may also be based on the preset difference formula between the personnel density of the path segment and the initial moving speed, and as shown in table 3 for example, the preset difference formula for the moving speed is different according to the different personnel density of the path segment:
table 3: initial moving speed preset difference value formula table
Figure BDA0003090779320000092
And determining the ratio of the length data of the path section to the personnel moving speed obtained based on the technical scheme as the personnel moving time length of the path section. And determining the personnel moving time length of each path section included in the evacuation route where the path section is located based on the method. The person movement time lengths of the respective path sections in any one of the evacuation routes are summed up and calculated. And determining the personnel moving time length of the evacuation route according to the summed personnel moving time length.
Specifically, the method for determining the evacuation duration of any evacuation route based on the flow duration and the movement duration of people of the evacuation route includes: and adding the duration of the people stream and the movement duration of the people, and multiplying the added result by a preset coefficient to obtain the evacuation duration of the evacuation route. Specifically, the predetermined coefficient includes a sum of a positive correction coefficient and a negative correction coefficient.
Of course, the method for determining the evacuation time length of the evacuation route based on the path data of each path segment in the evacuation route and the target traffic flow of each path segment is only an optional embodiment, and the evacuation time length may also be determined according to other methods, which is not limited by the embodiment.
The technical scheme of the embodiment of the invention specifically comprises the following steps: acquiring path data of each path section in any evacuation route, and respectively determining target traffic flow of each path section based on the path data of each path section and the position information of each path section; the congestion condition of the current path section can be seen through the target traffic flow; further, determining the people duration and the people moving duration of the evacuation route based on the short target traffic flow of each route and the route data of each route section in any evacuation route, and determining the evacuation duration of the evacuation route based on the people flow duration and the people moving duration; the evacuation duration of each evacuation route can be flexibly determined. According to the technical scheme of the embodiment of the invention, the congestion condition of each path section is timely known through the target traffic flow of each path section of each evacuation route, the evacuation duration of each evacuation route in which each path section is located is determined based on the target traffic flow of each path section and the path data, the evacuation duration of each evacuation route is flexibly determined, personnel on a ship can be quickly evacuated to a safe position after danger occurs in each random area during ship abandoning and evacuation, and the safety guarantee of the ship is improved.
On the basis of the above embodiment, the present embodiment also provides an alternative embodiment of the evacuation route determination method, and the technical solution in the above embodiment is specifically described based on an Excel table in the alternative embodiment. Illustratively, the technical solution of this alternative embodiment includes:
the path data of each path segment of each evacuation route is acquired, as shown in the path information table shown in table 4 below, the first column of information is the area where the path segment is located, the second column of information is the name of the path segment, the third column of information is the number of people of each path segment, the fourth column of information is the net width data of each path segment, and the fifth column of information is the length data of each path segment.
Table 4 path information table
Figure BDA0003090779320000111
Calculating according to the fourth column clear width data and the fifth column length data of each path segment in the table to obtain the area data of each path segment, as shown in the first column information in the initial result information table of table 5; calculating according to the first column information in table 5 and the third column personnel number in table 4 to obtain personnel density data of each path segment, as shown by the second column information in table 5; calculating according to the personnel density data in the second column of the table 5 and a preset interpolation formula of the initial moving speed to obtain personnel speed data shown in the information in the third column of the table 5; calculating according to the personnel density data in the second column of the table 5 and a preset interpolation formula of the flow ratio to obtain initial flow ratio data shown in the information in the fourth column of the table 5; initial flow ratio data as shown in the fifth column information of table 5 was obtained by calculation based on the initial flow ratio in the fourth column of table 5 and the fourth column clear width data of table 4.
Table 5: initial result information table
Figure BDA0003090779320000121
The above description is given of the calculation result information of the initial traffic flow ratio and the target traffic flow ratio when each path segment is taken as the start path segment in the evacuation route. According to the preset path association list shown in table 6, the present alternative embodiment also introduces the calculation results of the traffic ratios and the traffic flows when each path segment is used as an intermediate path segment, and the specific calculation results of each path segment are shown in table 7.
Table 6: path association list
Figure BDA0003090779320000131
Table 7: results information sheet
Figure BDA0003090779320000132
Figure BDA0003090779320000141
Specifically, the total number of the routes in the first column in table 7 is calculated according to the association relationship of each route in the route association list and according to the number of people in each route section in the third column in table 4; the second column of information is the traffic flow after summary, the third column of information is the traffic ratio after summary, and the target traffic flow and the target traffic ratio of each path section are obtained by summing according to the incidence relation of each path in the path association list and the target traffic flow and the target traffic ratio of each path section respectively calculated by each list. The fourth column of information is the maximum flow ratio preset according to the specification, and the target flow ratio that each path segment can actually pass through is determined according to the comparison rule of the flow ratios, the maximum flow ratio and the reached flow ratio described in the above embodiment, that is, the information shown in the fifth column; determining the target traffic flow of each path section, namely the actual traffic flow shown in the sixth column, according to the target traffic flow ratio in the fifth column and the fourth column of table 3, namely the net width data of each path section; and calculating according to the actual traffic flow data in the sixth column and a preset interpolation formula of the moving speed to obtain the moving speed of the personnel in each path section, such as the result information shown in the seventh column.
Specifically, the passenger flow duration in the time calculation result table shown in table 8 is obtained by calculating the target traffic flow data and the number of people data of each path segment in table 7, that is, as shown in the second column of information. According to the length data of each path segment in the table 3 and the person speed in the table 7 or the person speed in the table 5, the person moving time length in the time result calculation table is obtained, namely, as shown in the first column of information.
Table 8: time calculation result table
Figure BDA0003090779320000151
Specifically, the present alternative embodiment further determines whether each of the path segments has a queue and a congestion point according to the traffic ratio and the communication traffic of each of the path segments in the table, and the determination result is shown in the determination result table in table 9.
Table 9: determination result table
Figure BDA0003090779320000152
Figure BDA0003090779320000161
Specifically, based on the above table and the technical solutions in the above embodiments, the evacuation time length calculation results for the respective evacuation routes as shown in table 10 are obtained.
Table 10: evacuation duration calculation result table
Figure BDA0003090779320000162
Example two
Fig. 2 is a flowchart of a method for determining an evacuation duration according to a second embodiment of the present invention, and in this embodiment, on the basis of the foregoing embodiments, a "detection result for determining an evacuation duration of an evacuation route based on an evacuation duration of any of the evacuation routes and an evacuation duration threshold value" is added. "wherein explanations of the same or corresponding terms as those of the above-described embodiments are omitted. Referring to fig. 2, the present embodiment provides an evacuation time period determination method including:
s210, obtaining the path data of each path section in any evacuation route, and respectively determining the target traffic flow of each path section based on the path data of each path section and the position information of each path section.
S220, determining the people flow duration and the people moving duration of the evacuation route based on the target traffic flow and the path data of each path section in any evacuation route, and determining the evacuation duration of the evacuation route based on the people flow duration and the people moving duration.
S230, a detection result of the evacuation duration for the evacuation route is determined based on the evacuation duration for any of the evacuation routes and the evacuation duration threshold.
In the present embodiment, the evacuation duration threshold may be a duration threshold preset based on a specification text such as a safety convention. Specifically, the evacuation duration of any evacuation route determined based on the technical scheme of the embodiment is compared with a preset evacuation duration threshold, and the detection result of the evacuation duration of the evacuation route is determined according to the comparison result.
In some embodiments, the congestion point detection result of any route section in any evacuation route is further determined according to the target traffic flow and the personnel density of the route section, so that when the detection result of the evacuation duration of the evacuation route does not meet the specification requirement, the evacuation duration of the evacuation route is adjusted based on the congestion point detection result of the route section. Optionally, the method for determining the congestion point detection result may include: comparing the target traffic flow with a preset traffic flow threshold; if the target traffic flow is greater than the traffic flow threshold, the path section is indicated as a congestion point; optionally, the method for determining the congestion point detection result may further include: and determining the personnel density of the path section, and if the personnel density exceeds a preset personnel density threshold, indicating that the path section is a congestion point. Of course, the above method for determining the congestion point detection result is only an optional embodiment, and a specific method for determining the congestion point detection result may be adopted according to the actual situation, and this embodiment does not limit this determination method.
According to the technical scheme of the embodiment of the invention, the congestion condition of each path section is timely obtained through the target traffic flow of each path section of each evacuation route, the evacuation duration of the evacuation route in which each path section is located is determined based on the target traffic flow of each path section and the path data, the evacuation duration of each evacuation route is flexibly determined, the evacuation duration is compared with a preset evacuation duration threshold value based on each evacuation duration, and if the evacuation duration does not meet the requirement, the evacuation duration is adjusted according to the congestion condition of each path section; further, personnel on the ship can be evacuated to a safe position flexibly and quickly based on each evacuation route, and the safety guarantee of the ship is improved.
The following are embodiments of the evacuation period determination device provided by the embodiment of the present invention, which belongs to the same inventive concept as the evacuation period determination methods of the above-described embodiments, and details which are not described in detail in the embodiment of the evacuation period determination device can be referred to the embodiment of the evacuation period determination method described above.
EXAMPLE III
Fig. 3 is a schematic structural view of an evacuation duration determination device according to a third embodiment of the present invention, which is applicable to a case where, when a ship is in danger, the evacuation duration of people on the ship from a point to a rendezvous point is determined, and in particular, is more applicable to a case where the evacuation duration of people on the ship from the point to the rendezvous point is determined based on path data of path segments in the evacuation routes. The concrete structure of the evacuation duration determination device includes: a target traffic flow determination module 310 and an evacuation duration determination module 320; wherein the content of the first and second substances,
a target traffic flow determination module 310, configured to obtain path data of each path segment in any evacuation route, and determine a target traffic flow of each path segment based on the path data of each path segment and the position information of each path segment;
an evacuation duration determination module 320 configured to determine a people flow duration and a people movement duration of the evacuation route based on the target traffic flow of each route segment in any of the evacuation routes and the each route data, and determine an evacuation duration of the evacuation route based on the people flow duration and the people movement duration.
The technical scheme of the embodiment of the invention specifically comprises the following steps: acquiring path data of each path section in any evacuation route, and respectively determining target traffic flow of each path section based on the path data of each path section and the position information of each path section; the congestion condition of the current path section can be seen through the target traffic flow; further, determining the people duration and the people moving duration of the evacuation route based on the short target traffic flow of each route and the route data of each route section in any evacuation route, and determining the evacuation duration of the evacuation route based on the people flow duration and the people moving duration; the evacuation duration of each evacuation route can be flexibly determined. According to the technical scheme of the embodiment of the invention, the congestion condition of each path section is timely known through the target traffic flow of each path section of each evacuation route, the evacuation duration of each evacuation route in which each path section is located is determined based on the target traffic flow of each path section and the path data, the evacuation duration of each evacuation route is flexibly determined, personnel on a ship can be quickly evacuated to a safe position after danger occurs in each random area during ship abandoning and evacuation, and the safety guarantee of the ship is improved.
On the basis of the above embodiment, the path data includes net width data of the path segment, length data of the path segment, and the number of persons within the range of the path segment;
accordingly, the target traffic flow determination module 310 includes:
a target flow rate ratio determination unit for determining a person density of the path segment based on the net width data, the length data, and the number of persons of the path segment, and determining a target flow rate ratio of the path segment based on the person density;
a first target traffic flow determination unit for determining a target traffic flow for the path segment based on the target traffic flow ratio and the net width data of the path segment.
On the basis of the above embodiment, the target flow rate ratio determination unit includes:
the initial flow ratio determining subunit is used for determining an initial flow ratio of the path section based on the personnel density and a flow ratio preset interpolation formula;
a first target flow rate ratio determining subunit, configured to, if the initial flow rate ratio is smaller than a preset path flow rate ratio threshold, take the initial flow rate ratio as a target flow rate ratio of the path segment;
and the second target flow ratio determining subunit is configured to, if the initial flow ratio is greater than a preset path flow ratio threshold, use the preset path flow ratio threshold as the target flow ratio of the path segment.
On the basis of the above-described embodiment, the evacuation duration determination module 320 includes:
a people flow duration determining unit, configured to determine the people flow duration of the path segment based on the number of people in the path segment and the ratio of the target traffic flow, and use the longest duration of the people flow duration of each path segment of the evacuation route as the people flow duration of the evacuation route;
and the personnel moving time length determining unit is used for determining the personnel moving speed of the path section based on a moving speed preset interpolation formula and the target flow ratio, determining the personnel moving time length of the path section according to the ratio of the length data of the path section to the personnel moving speed, and determining the personnel moving time length of the evacuation route based on the personnel moving time length of each path section of the evacuation route.
On the basis of the above embodiment, the apparatus further includes:
a route association list establishing unit for establishing a route association list of each route segment in advance based on a positional relationship of each route segment in each evacuation route; wherein each path segment in the path association list comprises at least one adjacent path segment;
accordingly, the target traffic flow determination module 310 includes:
an adjacent target traffic flow determination unit for determining an adjacent target traffic flow of at least one adjacent path segment of any path segment;
a second target traffic flow determination unit for determining a target traffic flow for the path segment based on the at least one neighboring target traffic flow.
On the basis of the above embodiment, the apparatus further includes:
and the evacuation duration detection result determination unit is used for determining the detection result of the evacuation duration of the evacuation route based on the evacuation duration of any one of the evacuation routes and the evacuation duration threshold.
On the basis of the above embodiment, the apparatus further includes:
a congestion point detection result determination unit configured to determine a congestion point detection result of a route segment based on a person density of any route segment in any evacuation route or based on the target traffic flow;
and the evacuation duration adjusting unit is used for adjusting the evacuation duration of the evacuation route based on the congestion point detection result of the route section if the evacuation duration detection result of the evacuation route where the route is located does not meet the preset requirement condition.
The evacuation duration determination device provided by the embodiment of the invention can execute the evacuation duration determination method provided by any embodiment of the invention, and has corresponding functional modules and beneficial effects of the execution method.
It is to be noted that, in the embodiment of the aforementioned evacuation duration determination device, the units and modules included are merely divided according to the functional logic, but are not limited to the aforementioned division as long as the corresponding functions can be realized; in addition, specific names of the functional units are only for convenience of distinguishing from each other, and are not used for limiting the protection scope of the present invention.
Example four
Fig. 4 is a schematic structural diagram of an electronic device according to a fourth embodiment of the present invention. FIG. 4 illustrates a block diagram of an exemplary electronic device 12 suitable for use in implementing embodiments of the present invention. The electronic device 12 shown in fig. 4 is only an example and should not bring any limitation to the function and the scope of use of the embodiment of the present invention.
As shown in fig. 4, the electronic device 12 is embodied in the form of a generic determination electronic device. The components of electronic device 12 may include, but are not limited to: one or more processors or processing units 16, a system memory 28, and a bus 18 that couples various system components including the system memory 28 and the processing unit 16.
Bus 18 represents one or more of any of several types of bus structures, including a memory bus or memory controller, a peripheral bus, an accelerated graphics port, and a processor or local bus using any of a variety of bus architectures. By way of example, such architectures include, but are not limited to, Industry Standard Architecture (ISA) bus, micro-channel architecture (MAC) bus, enhanced ISA bus, Video Electronics Standards Association (VESA) local bus, and Peripheral Component Interconnect (PCI) bus.
Electronic device 12 typically includes a variety of computer system readable media. Such media may be any available media that is accessible by electronic device 12 and includes both volatile and nonvolatile media, removable and non-removable media.
The system memory 28 may include certain machine system readable media in the form of volatile memory, such as Random Access Memory (RAM)30 and/or cache memory 32. The electronic device 12 may further include other removable/non-removable, volatile/nonvolatile computer system storage media. By way of example only, storage system 34 may be used to read from and write to non-removable, nonvolatile magnetic media (not shown in FIG. 4, and commonly referred to as a "hard drive"). Although not shown in FIG. 4, a magnetic disk drive for reading from and writing to a removable, nonvolatile magnetic disk (e.g., a "floppy disk") and an optical disk drive for reading from or writing to a removable, nonvolatile optical disk (e.g., a CD-ROM, DVD-ROM, or other optical media) may be provided. In these cases, each drive may be connected to bus 18 by one or more data media interfaces. System memory 28 may include at least one program product having a set (e.g., at least one) of program modules that are configured to carry out the functions of embodiments of the invention.
A program/utility 40 having a set (at least one) of program modules 42 may be stored, for example, in system memory 28, such program modules 42 including, but not limited to, an operating system, one or more application programs, other program modules, and program data, each of which examples or some combination thereof may comprise an implementation of a network environment. Program modules 42 generally carry out the functions and/or methodologies of the described embodiments of the invention.
The electronic device 12 may also communicate with one or more external devices 14 (e.g., keyboard, pointing device, display 24, etc.), with one or more devices that enable a user to interact with the electronic device 12, and/or with any devices (e.g., network card, modem, etc.) that enable the electronic device 12 to communicate with one or more other determined devices. Such communication may be through an input/output (I/O) interface 22. Also, the electronic device 12 may communicate with one or more networks (e.g., a Local Area Network (LAN), a Wide Area Network (WAN), and/or a public network, such as the Internet) via the network adapter 20. As shown in FIG. 4, the network adapter 20 communicates with the other modules of the electronic device 12 via the bus 18. It should be appreciated that although not shown in FIG. 4, other hardware and/or software modules may be used in conjunction with electronic device 12, including but not limited to: microcode, device drivers, redundant processing units, external disk drive arrays, RAID systems, tape drives, and data backup storage systems, among others.
The processing unit 16 executes various functional applications and sample data acquisition by executing programs stored in the system memory 28, for example, implementing the steps of a method for determining an evacuation duration provided by the present embodiment, the method for determining an evacuation duration comprising:
acquiring path data of each path segment in any evacuation route, and respectively determining target traffic flow of each path segment based on the path data of each path segment and the position information of each path segment;
and determining the people flow duration and the people moving duration of the evacuation route based on the target traffic flow of each route section in any evacuation route and each route data, and determining the evacuation duration of the evacuation route based on the people flow duration and the people moving duration.
Of course, those skilled in the art can understand that the processor may also implement the technical solution of the sample data obtaining method provided in any embodiment of the present invention.
EXAMPLE five
The fifth embodiment provides a determination machine readable storage medium on which a determination machine program is stored, which when executed by a processor implements, for example, the steps of a determination method for an evacuation duration provided by the embodiment of the present invention, the determination method for an evacuation duration including:
acquiring path data of each path segment in any evacuation route, and respectively determining target traffic flow of each path segment based on the path data of each path segment and the position information of each path segment;
and determining the people flow duration and the people moving duration of the evacuation route based on the target traffic flow of each route section in any evacuation route and each route data, and determining the evacuation duration of the evacuation route based on the people flow duration and the people moving duration.
The computer-readable medium or media may take any combination of one or more computer-readable media. The determining machine readable medium may be a determining machine readable signal medium or a determining machine readable storage medium. The determining machine-readable storage medium may be, for example but not limited to: an electrical, magnetic, optical, electromagnetic, infrared, or semiconductor system, apparatus, or device, or any combination thereof. More specific examples (a non-exhaustive list) of determining a machine-readable storage medium include: an electrical connection having one or more wires, a portable computer diskette, a hard disk, a Random Access Memory (RAM), a read-only memory (ROM), an erasable programmable read-only memory (EPROM or flash memory), an optical fiber, a portable compact disc read-only memory (CD-ROM), an optical storage device, a magnetic storage device, or any suitable combination of the foregoing. In the context of this document, a tangible computer readable storage medium may be any tangible medium that can contain, or store a program for use by or in connection with an instruction execution system, apparatus, or device.
A computer readable signal medium may include a propagated data signal with computer readable program code embodied therein, for example, in baseband or as part of a carrier wave. Such a propagated data signal may take many forms, including, but not limited to, electro-magnetic, optical, or any suitable combination thereof. A computer readable signal medium may be any computer readable medium that is not a computer readable storage medium and that can communicate, propagate, or transport a program for use by or in connection with an instruction execution system, apparatus, or device.
Program code embodied on a computer readable medium may be transmitted using any appropriate medium, including but not limited to: wireless, wire, fiber optic cable, RF, etc., or any suitable combination of the foregoing.
Certain machine program code for carrying out operations of the present invention may be written in any combination of one or more programming languages, including an object oriented programming language such as Java, Smalltalk, C + +, and conventional procedural programming languages, such as the "C" programming language or similar programming languages. The program code may execute entirely on the user-determination machine, partly on the user-determination machine, as a stand-alone software package, partly on the user-determination machine and partly on the remote-determination machine, or entirely on the remote-determination machine or server. In the case of a remote determination machine, the remote determination machine may be connected to the user determination machine through any kind of network, including a Local Area Network (LAN) or a Wide Area Network (WAN), or may be connected to an external determination machine (e.g., through the internet using an internet service provider).
It will be appreciated by those skilled in the art that the modules or steps of the invention described above may be implemented by a general purpose determining means, they may be centralized on a single determining means or distributed over a network of multiple determining means, and alternatively they may be implemented by program code executable by a determining means, such that they may be stored in a storage means for execution by the determining means, or they may be separately fabricated into individual integrated circuit modules, or multiple modules or steps thereof may be fabricated into a single integrated circuit module. Thus, the present invention is not limited to any specific combination of hardware and software.
It is to be noted that the foregoing is only illustrative of the preferred embodiments of the present invention and the technical principles employed. It will be understood by those skilled in the art that the present invention is not limited to the particular embodiments described herein, but is capable of various obvious changes, rearrangements and substitutions as will now become apparent to those skilled in the art without departing from the scope of the invention. Therefore, although the present invention has been described in greater detail by the above embodiments, the present invention is not limited to the above embodiments, and may include other equivalent embodiments without departing from the spirit of the present invention, and the scope of the present invention is determined by the scope of the appended claims.

Claims (10)

1. A method of determining an evacuation time period, characterized by comprising:
acquiring path data of each path segment in any evacuation route, and respectively determining target traffic flow of each path segment based on the path data of each path segment and the position information of each path segment;
and determining the people flow duration and the people moving duration of the evacuation route based on the target traffic flow of each route section in any evacuation route and each route data, and determining the evacuation duration of the evacuation route based on the people flow duration and the people moving duration.
2. The method of claim 1, wherein the path data includes net width data for the path segment, length data for the path segment, and number of people within the path segment;
correspondingly, the determining the target traffic flow of each path segment based on the path data of each path segment and the location information of each path segment respectively includes:
determining a personnel density of the path segment based on the net width data, the length data and the personnel number of the path segment, and determining a target flow ratio of the path segment based on the personnel density;
determining a target traffic flow for the path segment based on the target flow ratio and the net width data for the path segment.
3. The method of claim 2, wherein the location information of the path segment comprises a start location, a middle location, and an end location;
if the position information of the path segment is the initial position, correspondingly, the determining the target flow ratio of the path segment based on the personnel density includes:
determining an initial flow ratio of the path section based on the personnel density and a flow ratio preset interpolation formula;
if the initial flow ratio is smaller than a preset path flow ratio threshold value, taking the initial flow ratio as a target flow ratio of the path section; alternatively, the first and second electrodes may be,
and if the initial flow ratio is larger than a preset path flow ratio threshold, taking the preset path flow ratio threshold as the target flow ratio of the path section.
4. The method of claim 2 wherein the determining a flow duration and a people movement duration for the evacuation route based on the target traffic flow for each route segment in the any evacuation route and the route data comprises:
determining the people flow duration of the path section based on the number of the people in the path section and the ratio of the target traffic flow, and taking the longest duration of the people flow duration of each path section of the evacuation route as the people flow duration of the evacuation route;
and determining the personnel moving speed of the path section based on a moving speed preset interpolation formula and the target flow ratio, determining the personnel moving time of the path section according to the ratio of the length data of the path section to the personnel moving speed, and determining the personnel moving time of the evacuation route based on the personnel moving time of each path section of the evacuation route.
5. The method of claim 1, further comprising:
a path association list of each path segment is established in advance based on the position relation of each path segment in each evacuation route; wherein each path segment in the path association list comprises at least one adjacent path segment;
correspondingly, the determining the target traffic flow of the path segment based on the path data of any path segment includes:
determining adjacent target traffic flow of at least one adjacent path segment of any path segment;
determining a target traffic flow for the path segment based on the at least one neighboring target traffic flow.
6. The method of claim 1, further comprising:
and determining the detection result of the evacuation duration of any evacuation route based on the evacuation duration and the evacuation duration threshold of the evacuation route.
7. The method of claim 6, further comprising:
determining a congestion point detection result of any path segment in any evacuation route based on the person density of the path segment or based on a target traffic flow passing through the path segment;
and if the evacuation duration detection result of the evacuation route where the route is located does not meet the preset requirement condition, adjusting the evacuation duration of the evacuation route based on the congestion point detection result of the route section.
8. An evacuation duration determination device, comprising:
the system comprises a target traffic flow determining module, a route determining module and a traffic flow determining module, wherein the target traffic flow determining module is used for acquiring the route data of each route section in any evacuation route and respectively determining the target traffic flow of each route section based on the route data of each route section and the position information of each route section;
and the evacuation duration determining module is used for determining the people flow duration and the personnel moving duration of the evacuation route based on the target traffic flow of each route section in any one evacuation route and each route data, and determining the evacuation duration of the evacuation route based on the people flow duration and the personnel moving duration.
9. An electronic device, comprising:
one or more processors;
a storage device for storing one or more programs,
when executed by the one or more processors, cause the one or more processors to implement a method of determining an evacuation period as recited in any of claims 1-7.
10. A determination machine readable storage medium, on which a determination machine program is stored, characterized in that the program, when being executed by a processor, realizes the method of determining an evacuation time period according to any one of claims 1-7.
CN202110594962.4A 2021-05-28 2021-05-28 Method and device for determining evacuation duration, electronic equipment and storage medium Pending CN113240317A (en)

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Publication number Priority date Publication date Assignee Title
CN110472859A (en) * 2019-08-12 2019-11-19 宇龙计算机通信科技(深圳)有限公司 Take refuge method, apparatus and electronic equipment based on terminal
CN110503257A (en) * 2019-08-15 2019-11-26 哈尔滨工程大学 A kind of marine personnel's emergency escape paths planning method based on MSC
CN112396228A (en) * 2020-11-16 2021-02-23 西安宇视信息科技有限公司 Target path determination method, device, electronic equipment and medium

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110472859A (en) * 2019-08-12 2019-11-19 宇龙计算机通信科技(深圳)有限公司 Take refuge method, apparatus and electronic equipment based on terminal
CN110503257A (en) * 2019-08-15 2019-11-26 哈尔滨工程大学 A kind of marine personnel's emergency escape paths planning method based on MSC
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