JP5283481B2 - Water infrastructure risk management support system, water infrastructure risk management support program, and storage medium - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a risk management support system for water supply infrastructure to determine social risk generated by the water supply construction based on water supply construction information performed on a lifeline forming a water supply infrastructure. <P>SOLUTION: The risk management support system (100) for water supply infrastructure includes a storage section (150) for storing a water supply construction risk master table (152) for matching water supply construction with the risk at a point where the water supply construction is performed and water supply construction risk link information (154) for matching the water supply construction with the risk at at least one remote place separated from the point caused by the water supply construction, an information acquiring section (112) for acquiring the water supply construction information, and a risk calculating section (114) for calculating social risk generated by an objective construction included in the water supply construction information referring to the table and link information based on the acquired water supply construction information. <P>COPYRIGHT: (C)2010,JPO&amp;INPIT

Description

  The present invention relates to a water infrastructure risk management support system.

  The water supply infrastructure (water supply infrastructure / base) is one of the important social infrastructures for comfortable living of social life. Water always requires a certain amount every day for humans to maintain life activities, so water supply infrastructure is the most important social infrastructure. Therefore, the water infrastructure needs to be constructed as a robust system and should not be vulnerable to any accident or disaster. A tap water supply pipe connection form that connects elements such as “water purification plant, water station, large-diameter water pipe, relay pump, and small-diameter water pipe” that form the water infrastructure is called a lifeline. It is an important social infrastructure for life support. Therefore, a large-scale monitoring system for monitoring water supply facilities such as water purification plants and water supply stations has been proposed (see, for example, Patent Document 1).

An occupational safety and health management system has been proposed and developed as a conventional system for managing occupational safety and health of workers who perform construction work (see, for example, Patent Document 2).
JP 2005-167964 A JP 2006-59332 A

  The conventional monitoring system described above is convenient for monitoring accidents, disasters, and destruction activities that have occurred on the lifeline. However, before an accident occurs, the risk can be evaluated and estimated in advance. I can't. On the other hand, on the lifeline that forms the water infrastructure, various construction works (typically maintenance work and inspection work) are carried out day and night in order to maintain and newly install the water distribution pipes and water supply stations. Has been. Since this is a work that deals with lifelines, these works are carried out by specialized engineers, and every effort is made to prevent accidents and disasters. However, the possibility that an accident will occur with a certain probability cannot be denied in any construction. In addition, since an accident / failure in waterworks occurs on a lifeline called a tap water supply pipe, the lifeline may be cut off. Therefore, a tap water supply failure typified by water breakage occurs downstream of the lifeline that receives the tap water supply through the point where the accident occurred. A tap water supply failure, that is, a water outage is a great social risk because it causes a great deal of damage to facilities, factories, ordinary households, etc. that receive tap water supply from the lifeline. It would be convenient if such social risks could be predicted and understood in advance before construction work, but no such technique or system has been developed.

  In addition, the conventional occupational safety and health management system described above is a technique for evaluating occupational safety and health, that is, worker risk, of workers who perform individual construction and work. Injuries such as broken bones) and only the surrounding environment (for example, surrounding environmental damage caused by oil leakage or chemical leakage) are merely evaluated. As described above, a system for evaluating the entire work risk and evaluating a wide-area social risk resulting from the work has not been developed.

  Therefore, an object of the present invention is to provide a water infrastructure risk management support system for obtaining social risk generated by waterworks construction based on information on waterworks construction carried out on a lifeline forming the water infrastructure.

In order to solve the above-mentioned problems, the water infrastructure risk management support system (device) according to the first invention is
Corresponds to the waterworks risk master table that correlates the waterworks with the risks at the point where the waterworks are carried out, and the waterworks and the risks at least one remote location that is caused by the waterworks and away from the point A storage unit for storing the attached waterworks risk link information;
An information acquisition unit for acquiring waterworks information;
Based on the waterworks information acquired by the information acquisition unit, the risk calculation for calculating the social risk generated by the target construction included in the waterworks information by referring to the waterworks risk master table and the waterworks risk link information And
With

  Here, in this specification, waterworks means a waterway that connects a water intake to a water purification plant, a small-diameter water pipe, a medium-diameter water pipe, a large-diameter water pipe, a common ditch that houses a water pipe or a gas pipe, It means various works such as maintenance, laying, replacement, new installation and refurbishment of control equipment for water distribution such as water supply stations, water purification plants, water storage (water storage tanks), pressure reducing valves, valves and water pumps. In addition, the waterworks include construction works such as water-related facilities / equipment / equipment, civil works such as laying work, mechanical works and electrical works related to equipment and facilities.

The water infrastructure risk management support system according to the second invention is
The social risk is
It is a local risk at a point where the target construction is performed and a wide area (remote area) risk.

The water infrastructure risk management support system according to the third invention is
A tap water supply pipe connection form in which the waterworks risk link information connects a point where the waterworks work is performed and at least one remote place which is away from the point and to which the tap water supply pipe is connected Information (geographic information such as lifeline link information / network information),
An output unit for outputting the social risk as a construction impact network diagram (construction impact link diagram);
It is characterized by that.
In this specification, it should be noted that the tap water supply pipe also includes a water intake channel through which the water taken before the water is purified.

The water infrastructure risk management support system according to the fourth invention is
The waterworks risk link information is
Human risk (life risk due to water outbreak, disease risk such as infectious disease, risk of injury, emergency hospital, general hospital, gas / power generation facility at the point where the water works are performed and / or at least one remote place Etc.), economic risks (estimated damage due to suspension / service suspension of factories, offices, etc.) due to water outages, and security / political risks (government offices, police stations, SDF, Including at least one of a military base, a telephone station, a communication facility, a computer center, a network node, a capitol, a traffic signal, etc.,
The social risk is
Human risk (life risk, health hazard risk such as illness / injury, etc.), economic risk, and security / political risk at the site where the target construction is carried out and / or away from the site Including at least one of them,
It is characterized by that.

The water infrastructure risk management support system according to the fifth invention is
Information on water pressure or pipe diameter related to the water supply pipe, water supply pipe, water purification plant, water supply station, water tank, reservoir, pump, valve, or equipment that affects the supply of tap water. Including
The risk calculation unit calculates a social risk caused by the target construction included in the waterworks information by referring to the waterworks risk master table and waterworks risk link information based on the water pressure or pipe diameter information. To
It is characterized by that.

The water infrastructure risk management support system according to the sixth invention is
The information acquisition unit acquires construction schedule information and / or construction estimation information,
An information extraction unit that extracts one or more waterworks information from the work schedule information and / or work estimate information acquired by the information acquisition unit;
The risk calculation unit
Based on the waterworks information extracted by the information extraction unit, referring to the waterworks risk master table and waterworks risk link information, to calculate the social risk caused by the target construction included in the waterworks information,
It is characterized by that.

The water infrastructure risk management support system according to the seventh invention is
A receiving unit for receiving construction schedule information and / or construction estimation information from another computer;
An information extraction unit that extracts one or more waterworks information from the work schedule information and / or work estimate information received by the receiving unit;
The risk calculation unit
Based on the waterworks information extracted by the information extraction unit, referring to the waterworks risk master table and waterworks risk link information, to calculate the social risk caused by the target construction included in the waterworks information,
It is characterized by that.

  Here, it is preferable that the system further includes a transmission unit that transmits the social risk calculated by the risk calculation unit to the other computer. Further, it is preferable that the other computer is a waterworks company, an existing construction unit price accumulating system, a construction cost estimation system, or a construction progress management system operated by a waterworks bureau / company. The information / data handled by these existing systems includes waterworks information required by the water infrastructure risk management support system, and waterworks information required by this system can be easily extracted from these existing systems. / Can be obtained. In other words, this system can be used and utilized easily by existing systems.

The water infrastructure risk management support system according to the eighth invention is
A receiving unit for receiving estimate data from an external construction estimate server;
An information extraction unit that extracts at least one integration element included in the estimated data received by the reception unit;
The storage unit further stores an integration element-risk conversion table in which integration elements and risks are associated with each other,
The risk calculation unit
Based on at least one integration element extracted by the information extraction unit, the integration element included in the estimated data (refer to the integration element-risk conversion table, the waterworks risk master table, and the waterworks risk link information) Calculate the social risk caused by the target construction composed of these components)
It is characterized by that.

The water infrastructure risk management support system according to the ninth invention is
A display unit for displaying the social risks in time series;
Is further provided.

The water infrastructure risk management support system according to the tenth invention is
When the social risk exceeds a predetermined reference value, a warning section for notifying that effect (sounding a warning sound, producing a warning message, displaying a warning message, issuing a warning e-mail, etc.) is further provided. Prepare,
It is characterized by that.

  According to the present invention, it is possible to appropriately manage the risk of waterworks. In particular, according to the present invention, since the risk can be obtained numerically, quantitative risk management is possible. In addition, the system according to the present invention can be used by a waterworks company to improve the morals of employees. For example, according to the present invention, a direct or indirect local risk or social risk that occurs when an accident occurs in each construction work is shown to the construction staff or construction manager to improve the sense of responsibility for the construction work. Can do. The same applies to the water agency / company and the government office overseeing the water agency / company. In addition, when there are a plurality of water works, it is possible to avoid risk concentration and to distribute risks by adjusting the schedule between works. When it is expected that construction with high social risk will occur, alternative tap water supply pipes will be laid to reduce the social risk, a new switching device will be installed at the time of failure, and each construction component It is also possible to take measures such as dividing or changing the construction content itself.

  In addition, it is possible to calculate social risks not only from planned construction but also from past construction information. In this case, the waterworks risk master table and the waterworks risk link information are not much different from the current information, but when calculating social risks from past construction information, the waterworks risk master table and By updating the past water works risk link information with the information of the past works, and using the "past water works risk master table" and "past water works risk link information", more accurate past works Social risk can be calculated and evaluated. Furthermore, when newly establishing or remodeling water supply stations or water distribution pipes, etc., by updating the waterworks risk master table and waterworks risk link information with the newly established and remodeled information, at the design stage, It is also possible to evaluate social risks by simulation. Alternatively, according to an embodiment, when a factory, a hospital, or the like is newly established / enhanced, the waterworks risk link information is updated with information on newly established / enhanced equipment, so that in the design stage, It is also possible to evaluate social risks by simulation.

  Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

  FIG. 1 is a block diagram showing an outline of a water infrastructure risk management support system according to an embodiment (Example 1) of the present invention. As shown in the figure, a water infrastructure risk management support system (WIRM, server) 100 includes a control unit (CPU) 110, an input unit 120, an output unit 130, a communication unit 140, a storage unit 150, and a display unit. 160. The storage unit 150 includes a waterworks risk master table 152 that associates waterworks and the risk at the point where the waterworks are performed, and at least one remote location that is remote from the point caused by the waterworks and the waterworks. The waterworks risk link information 154 that associates the risk with the risk is stored. The control unit 110 includes an information acquisition unit 112 and a risk calculation unit 114. The information acquisition unit 112 acquires waterworks construction information from another server, computer, terminal, or the like via the input unit 120 such as a keyboard or the communication unit 140. The risk calculation unit 114 refers to the waterworks risk master table 152 and the waterworks risk link information 154 based on the waterworks information acquired by the information acquisition unit 112, and generates a social that occurs due to the target work included in the waterworks information. Calculate the risk.

  Table 1 shows an example of the waterworks risk master table 152 that associates waterworks with the risks at the locations where the waterworks are implemented, and Table 2 shows a distance from the points caused by the waterworks and the waterworks. Further, an example of waterworks risk link information 154 in which at least one remote area (point or area) risk is associated is shown.

  With reference to the waterworks risk master table 152 as shown in Table 1 and the waterworks risk link information 154 as shown in Table 2, the risk calculation unit 114 of the WIRM server 100 uses the water supply acquired by the information acquisition unit 112. Based on the construction information, calculate the social risk generated by the target construction included in the waterworks information.

  The communication unit 140 is connected to a network NET such as the Internet, and can send and receive data to and from remote terminals PC1, PC2, mobile terminal PDA1, mobile phone terminal MS1, etc. via the network NET. The WIRM 100 can also function as an ASP (Application Service Provider) water infrastructure risk management support server. For example, the communication unit 140 acquires data (waterworks construction information such as a process management table) from the terminal PC1 via the network NET, and returns a processing result (calculated social risk) to the terminal PC1. The output unit 130 outputs various data such as the calculated social risk, the construction influence network diagram reflecting the construction risk, intermediate data generated from the system, and final data to the printer PRN, or an external display (not shown). Output).

  FIG. 2 is a flowchart showing an example of processing executed by the water infrastructure risk management support system (WIRM) of FIG. As shown in FIG. 2, in step S <b> 11, the storage unit 150 performs a waterworks risk master table 152 that associates waterworks and the risk of the point where the waterworks are implemented, and the waterworks and waterworks. Stored is the waterworks risk link information 154 that is associated with the risk of at least one remote location that is remote from the point that is caused. In step S12, the information acquisition unit 112 acquires waterworks information directly or via the input unit 120 or the like. Subsequently, in step S13, the risk calculation unit 114 refers to the waterworks risk master table 152 and the waterworks risk link information 154 based on the waterworks information acquired by the information acquisition unit 112, and is included in the waterworks information. Calculate the social risk caused by the construction.

Finally, in step S14, the display unit 160 displays the calculated social risk on the screen. The social risk can be defined as a local risk at a target construction site and a wide area (remote area) risk. For example, local risk and wide area risk are calculated using the following formula. Focusing on the water pressure or pipe diameter of pipes and tanks as a risk factor, both risks can be defined as a function of water pressure or pipe diameter.
Local risk = Construction accident possibility x Construction site water pressure or pipe diameter x Route non-substitutability x Route switching difficulty Wide area risk = Local risk occurrence frequency x (WR1 + WR2 + ... WRn)
(Here, risks WR1 to n of each remote area = assumed damage x non-substitution of route x difficulty of route switching)
In areas where the connection status of water supply pipes is improved, there are water pipes and nodes that receive tap water supply from multiple pipes. Expressions are applicable. That is, in the case of a distribution pipe that receives supply of tap water from a plurality of pipes, the factor of non-substitution of the route may be set small as the degree of improvement in the connection status increases.

  FIG. 3 is a flowchart showing an example of processing executed by the water infrastructure risk management support system (WIRM) of FIG. Steps S21 and S22 in the process of the flowchart of FIG. 3 are the same processes as steps S11 and S12 of FIG. 1, description thereof is omitted, and only other different processes are described. As shown in the figure, in step S23, the risk calculation unit 114, based on the waterworks information acquired by the information acquisition unit 112, the waterworks risk master table 152, and “waterworks including tap water supply pipe connection type information”. With reference to “risk link information” 154 (L1), the social risk generated by the target construction included in the waterworks construction information is calculated. Finally, in step S24, the display unit 160 displays the calculated social risk on the screen as a construction influence network diagram N1.

  Construction impact network diagram N1 highlights the location / region related to social risk in “Waterworks risk link information including original tap water supply pipe connection type information” (in this figure, it relates to social risk It is preferred that the point / area is bolded and the bar portion is highlighted with a wide arrow to show the affected connection relationship. With this configuration, the point / region where the social risk occurs, the connection relationship with the site of the construction that is the root cause thereof, the geographical position, etc., become clear at a glance. That is, in this embodiment, the construction influence network diagram and the waterworks risk link information include not only the connection relationship of the tap water supply pipes but also the geographical information of each point / region. In the construction influence network diagram N1 of this example, a point Y (hatched) is a point where construction is performed, and is a risk source. The points where the tap water supply is received from the Y point that is the risk generation source (that is, the tap water supply pipe downstream from the Y point is connected) are the Y1 to Y4 and Yn points. Since the Y1 point and the Yn point are directly supplied with tap water and do not have other alternative tap water supply pipes, their social risks are enormous. Since the Y2 point and the Y4 point are connected to the X1 point by a tap water supply pipe, they can be replaced. However, even if substitution is possible, the degree of substitution difficulty varies depending on the ease of switching. Since the Y2 point can be easily switched by equipment such as an automatic water distribution switching device for the Y2 point at the X1 point, the risk at the Y2 point is reduced according to the ease (to show the ease) Connection lines are shown as “dashed lines”). The Y4 point is not equipped with an automatic water distribution switching device for the Y4 point at the X1 point (because a manual opening / closing operation of the valve is necessary), and switching is difficult (“connection line” to indicate the degree of difficulty) Is indicated by a one-dot chain line).

  As shown in Table 2, the waterworks risk link information includes the human risk (life risk due to water loss, disease risk, injury risk) at the point where the waterworks work is performed and / or in the at least one remote area / remote area. , Health hazard risk, emergency hospital, general hospital, impact on gas / sewage facilities, etc.), economic risk (communication facilities such as factories, offices, transportation facilities, stations, telephone stations due to water outages, computer centers, networks) Nodes, traffic lights, gas / sewer facilities, etc., estimated damages due to suspension / service suspension, etc.) and security / political risks (government offices, police stations, self-defense forces, military bases, telephone stations, base stations, (Influence on communications facilities such as exchanges, relay stations, computer centers, network nodes, parliament buildings, traffic lights, etc.) Kill.

  When referring to the waterworks risk link information as shown in Table 2, the social risk calculated by this system includes the location where the target construction is carried out and / or the remote area / remote area away from the location. Human risks (eg, life risks, health risks such as illness / injuries), economic risks, and security / political risks. Examples of such social risks are shown below.

  FIG. 4 is a construction impact network diagram in which the social risks obtained by the WIRM 100 in FIG. 1 are displayed. The construction impact network diagram is output by the output unit 130, and is printed on the printer PRN, displayed on the display unit 260, or transmitted to another computer, terminal, server, or the like via the communication unit 240. Can do. The construction influence network diagram N11 of FIG. 4 has the same connection relationship of the tap water supply pipes (distribution pipes) as the construction influence network diagram N1 of FIG. The construction influence network diagram N11 of FIG. 4 is different from that of FIG. 3 in that the risks of each point / region are also displayed. The social risk at point Y is shown in the risk window W0. In the risk window W0, indices of human risk = 3, economic risk = 3, security / political risk = 3 are displayed. The higher the numerical value, the higher the risk, and the lower the index, the lower the risk.

  For example, human risk should be determined based on the scale, capacity, etc. of the hospital, general hospital, medical facility, emergency hospital, nursing home, etc. that are distributed / supplied at that point (region), and the type of planned waterworks. Can do. At the point, it is preferable to set the human risk index higher as the scale of the facility is larger, the number, and the number of persons accommodated are larger. That is, the human risk is a numerical value that represents a life risk, a disease risk, a health hazard risk, an injury risk, an impact degree to an emergency hospital, a general hospital, and the like due to water interruption. In the event of a water outage, water cannot be supplied to the fire hydrant in the event of a fire. Therefore, it is possible to obtain a more accurate risk by reflecting this in human risk, economic risk, and political / security risk. For example, in areas where there are many wooden houses, areas where road width is narrow and fire trucks are difficult to enter, areas where fire damage and fire damage are expected may be specified by the local government as hazard areas at the time of fire on the hazard map Many. Using the hazard area information on this hazard map, the value of each risk can be increased or decreased and reflected in the table or link information of the storage unit, so that social risks can be calculated considering fire. It becomes possible.

  Economic risk is due to suspension of operations / service suspension of factories (particularly food factories) due to water outages, offices, transportation facilities, stations, communication facilities such as stations, telephone stations, computer centers, network nodes, traffic lights, gas / sewerage facilities, etc. This indicates the amount of damage that can be caused, and can be determined from the number, scale, tax payment, number of employees, traffic, traffic, processing, shipping, etc. of these facilities. Security and political risks are affected by water outages affecting public offices, police stations, self-defense forces, military bases, telephone stations, base stations, exchanges, relay stations, and other communication facilities, computer centers, network nodes, parliament buildings, traffic signals, etc. The number, size, tax payment, number of employees, traffic, traffic, handling, shipping, political importance, security importance, defense importance, number of divisions, members of these facilities It can be calculated from the number, number of officers, number of lawmakers, etc. At the point, it is preferable to set the economic risk index higher as the scale of the facility is larger and as the number of traffic, the amount of processing is larger. In areas and areas where water has been cut off, it is assumed that many facilities and institutions will stop operating or the scale of operations will be indirectly reduced, as sales of restaurants, restaurants, etc. will not function. Is done. This system can evaluate social risks that incorporate such effects.

  These numerical values indicating risk can be set from official statistical materials such as local governments, governments, and various statistical information issuing organizations. Similarly, risk windows W1 to Wn are also displayed along with Y1 to Yn which are other remote areas (regions). The total social risk window SR is obtained by tabulating and displaying the risk numerical values of these risk windows W0 to Wn. Only by looking at this comprehensive social risk window SR, it is possible to grasp the social risk on the remote area due to the waterworks work performed at the Y point. Note that the risk value for each window can vary depending on the type of waterworks performed at point Y.

  In each risk window, as the standard value (standard condition), set the case where the human risk exceeds 8, the economic risk exceeds 10, and the security / political risk exceeds 10. If it matches, a risk subwindow can be displayed. For example, in the risk window W3, since the economic risk is 14 and exceeds the reference value 10, the risk sub-window W31 is displayed, and the economic risk exceeds the reference value 10, and countermeasures (preventive measures) Indicates. The countermeasure here is to provide an alternative route (arrow AR) from the “X1 point” that is not affected by the Y point where the target construction is performed, and the countermeasure is shown in the risk sub-window W31. Here, the countermeasures are shown when individual risks such as economic risks exceed the standard value, but they may be implemented in the form of countermeasures when the social risk at each point exceeds the standard value. Good. As described above, if an appropriate reference value is set in advance, in this embodiment, the risk to be expected and to a risk that exceeds the reference value (matches the “reference condition” for which some countermeasures should be taken) are considered. It is possible to present countermeasures. Conventionally, experienced risk managers with advanced skills create data for risk management that has been carried out based on experience and intuition, in this embodiment, very easily and almost automatically. It becomes possible to do. Of course, reference values and reference conditions for risk management are set in advance by the risk manager, stored in the storage unit, and read and used by the system as needed. The risk calculation unit 114 performs comparison and display control between these reference values (reference conditions) and the calculated risks, but may be performed by a risk notification unit described later.

Waterworks construction information includes water pipes, water pipes, water purification plants, water supply stations, water supply stations, water distribution equipment (pressure reduction valves, water distribution pipes, water distribution pumps, water storage tanks), water distribution facility control equipment, or tap water. Water pressure information / pipe diameter information of equipment that affects supply can be included. Thus, if attention is focused on the water pressure / tube diameter information as a risk factor, the risk can be defined as a function of the water pressure / tube diameter. The following formula is the simplest formula for determining social risk.
Social risk (wide area risk) = "Water pressure or pipe diameter at construction site" x "Standard risk"
The formula uses the principle that the greater the water pressure or pipe diameter, the more tap water can be supplied to the downstream, and the greater the number of tap water supply points and areas.

Alternatively, a more accurate risk can be calculated by introducing a construction type coefficient that takes into account the standard risk of each construction as in the following equation.
Social risk (wide area risk) = "Water pressure or pipe diameter at construction site" x "Construction type coefficient" x "Standard risk" x "Individual construction coefficient"
Here, the construction type coefficient is a coefficient set according to the construction type. It is set to “0 to 1 or about 0 to 10” according to the type of construction.

Furthermore, more accurate risk can be calculated by taking into account the standard risk at each remote location as in the following equation.
Social risk (wide area risk) = "Water pressure or pipe diameter at construction site" x "Construction type coefficient" x "Total of standard risks WR1 to WR of each remote area receiving tap water supply from construction site"
More accurate social risk can be calculated by multiplying the “accident frequency coefficient in the target construction” (however, 0 to 1) as a coefficient as shown in the following equation.
Social risk (wide area risk) = "Water pressure or pipe diameter at the construction site" x "Accident frequency coefficient at the target construction" x (Total of standard risks WR1 to WR of each remote area that receives tap water supply from the construction site )
The risk calculation unit using one of the above formulas is generated by the target construction included in the waterworks information by referring to the waterworks risk master table and the waterworks risk link information based on the “water pressure or pipe diameter information”. Calculate social risks. The merit of this embodiment is that the social risk can be easily calculated by using the water pressure or the pipe diameter information without managing complicated risk information.

  In the second embodiment, an embodiment in which information on other existing computers / systems (construction estimation server, construction progress management server, etc.) is used to obtain a social risk will be described. FIG. 5 is a block diagram showing an outline of a water infrastructure risk management support system according to an embodiment (Example 2) of the present invention. As shown in the figure, a water infrastructure risk management support system (WIRM, server) 200 includes a control unit (CPU) 210, an input unit 220, an output unit 230, a communication unit 240, a storage unit 250, and a display unit. 260. The storage unit 250 includes a waterworks risk master table 252 that associates waterworks and the risk of the point where the waterworks are performed, and at least one remote location away from the point caused by the waterworks and the waterworks. The water construction risk link information 254 in which the risk is associated is stored.

  The control unit 210 includes an information acquisition unit 212, an information extraction unit 214, and a risk calculation unit 216. The information acquisition unit 212 is typically a construction estimation server CES or a construction progress management server SMS such as another server, computer, terminal, etc. via the input unit 220 or the communication unit 240 functioning as a receiving unit. To acquire / receive construction schedule information and / or construction estimate information. The communication unit 240 is connected to a network NET such as the Internet. Via the network NET, remote terminals PC1, PC2, mobile terminal PDA1, mobile phone terminal MS1, typically a construction estimation server CES and a construction progress management server SMS. It is possible to send and receive data to and from. In the present embodiment, the WIRM 200 functions as an ASP (Application Service Provider) water infrastructure risk management support server. For example, the communication unit 240 acquires data (waterworks construction information such as a process management table) from the construction estimation server CES and the construction progress management server SMS via the network NET.

  The construction schedule information and the construction estimation information include a detailed construction schedule, the location / point of the target construction, construction contents, personnel, unit price, and the like. The information extraction unit 214 extracts the waterworks construction information from the construction schedule information and construction estimation information acquired by the information acquisition unit 212 in a format required by the present system. The risk calculation unit 216 refers to the waterworks risk master table 252 and the waterworks risk link information 254 based on the waterworks information extracted by the information extractor 214, and generates a society generated by the target work included in the waterworks information. The overall risk. The calculated risk is displayed on the screen by the display unit 260. Alternatively, the processing result (calculated social risk) may be transmitted by the communication unit (transmission unit) 240 to the terminal PC1, the construction estimation server CES, and the construction progress management server SMS.

  FIG. 6 is a flowchart showing an example of processing executed by the water infrastructure risk management support system (WIRM) of FIG. As shown in FIG. 6, in step S <b> 31, the storage unit 250 performs the waterworks risk master table 252 that associates the waterworks and the risk of the point where the waterworks are implemented, and the waterworks and waterworks. Stored is waterworks risk link information 254 that is associated with at least one risk of a remote location that is remote from the point. In step S22, the communication unit 240 or the input unit 220 functioning as a receiving unit receives construction schedule information and / or construction estimation information from another computer (such as a construction estimation server CES or a construction progress management server SMS). Receive.

  Next, in step S33, the information extraction unit 214 extracts one or more waterworks information from the received work schedule information and / or work estimate information. Subsequently, in step S34, the risk calculation unit 216 refers to the waterworks risk master table 252 and the waterworks risk link information 254 based on the extracted waterworks information, and is generated by the target work included in the waterworks information. Calculate social risks. Finally, in step S35, the display unit 260 displays the calculated social risk on the screen. Alternatively, the communication unit 240 may transmit the calculated social risk to another computer.

  FIG. 7 is a flowchart showing an example of processing executed in the water infrastructure risk management support system (WIRM) of FIG. Steps S41, S42, and S43 in the flowchart of FIG. 7 are the same as steps S11, S12, and S13 of FIG. 1, and a description thereof is omitted, and only other different processes are described. However, in step S43, the time transition of the risk is also calculated from the waterworks construction information (including a plurality of target constructions / construction processes and their scheduled dates and times). That is, in this aspect, one waterworks information including a plurality of waterworks (or construction processes) is acquired or a plurality of waterworks information is acquired, and social risks are chronologically determined from these information. calculate. As shown in the figure, in step S44, the risk notification unit 218 determines whether or not there is a time zone (or period) that exceeds a predetermined reference value (line) among the calculated social risk time transitions. . In step S45, if there is a time zone exceeding the reference value, the display unit 260 displays the calculated social risk time transition on the screen with a warning. In step S46, when there is no time zone exceeding the reference value, the display unit 260 displays the calculated social risk time transition on the screen.

  FIG. 8 is a graph displaying the social risks calculated by the water infrastructure risk management support system according to one embodiment (Example 2) of the present invention in time series. In FIG. 8, the vertical axis represents social risk, and the horizontal axis represents time (date). An individual risk curve R1 indicating a time transition of social risk generated from the first construction information (construction information including a plurality of construction elements included in one construction process chart) is drawn on the screen. Similarly, individual risk curves R2 to R5 are drawn for the second to fifth construction information. When there is a risk curve exceeding the individual warning reference line wl, the risk notification unit 218 provided in the control unit 210 detects this and notifies that fact. For example, in this graph, the risk notification unit 218 detects that the individual risk curve R5 exceeds the individual warning reference line wl, and the individual risk curve R5 is highlighted in bold and dotted lines, and further exceeds the standard. The display unit 260 is controlled so as to display a warning window WW1 for informing that. The user can observe the risk transition of each individual construction unit and perform appropriate risk management.

  FIG. 9 is a graph showing the total sum of social risks calculated by the water infrastructure risk management support system according to one embodiment (Example 2) of the present invention in time series. In FIG. 8, the vertical axis represents social risk, and the horizontal axis represents time (date). A risk curve RL indicating the time transition of the sum of social risks arising from a plurality of construction information is drawn on the screen. In the time interval t1-t2, the risk curve RL exceeds the warning reference line WL. The risk notification unit 218 controls the display unit 260 to display a warning window WW2 that notifies that the reference has been exceeded on the screen. The user can observe the transition of the overall risk and perform appropriate risk management. That is, according to this configuration, it is possible to observe the temporal transition of the social risk that occurs due to the influence of the construction schedule of a plurality of target works. In this configuration, it is preferable that the information extraction unit 214 extracts the waterworks construction information from a process management table (such as a gun chart or a process progress schedule table) including a process schedule or an estimate information including a detailed work schedule. is there.

  FIG. 10 is a graph that displays economic risks and human risks in a time series among social risks calculated by the water infrastructure risk management support system according to one embodiment (Example 2) of the present invention. In FIG. 10A, the vertical axis represents economic risk, and the horizontal axis represents time (date). An economic risk curve ERL indicating the time transition of the sum of social risks arising from a plurality of construction information is drawn on the screen. In the time interval t3-t4, the economic risk curve ERL exceeds the economic risk alert reference line EL. The risk notification unit 218 controls the display unit 260 to display a warning window WW3 that notifies that the reference has been exceeded on the screen. The user can observe the transition of economic risk and perform appropriate risk management. That is, according to this configuration, it is possible to observe a temporal transition limited to an economic risk among social risks generated due to the influence of a construction schedule of a plurality of target works. In this configuration, it is preferable that the information extraction unit 214 extracts the waterworks construction information from a process management table (such as a gun chart or a process progress schedule table) including a process schedule or an estimate information including a detailed work schedule. is there.

  In FIG. 10B, the vertical axis represents human risk, and the horizontal axis represents time (date). A human risk curve HRL indicating the time transition of the sum of human risks arising from a plurality of construction information is drawn on the screen. In the time interval t5-t6, the human risk curve HRL exceeds the human risk alert reference line HL. The risk notification unit 218 controls the display unit 260 to display a warning window WW4 that notifies that the reference has been exceeded on the screen. The user can observe the transition of human risk and perform appropriate risk management. That is, according to this configuration, it is possible to observe a temporal transition limited to human risk among social risks generated by the influence of the construction schedule of a plurality of target works. In this configuration, it is preferable that the information extraction unit 214 extracts the waterworks construction information from a process management table (such as a gun chart or a process progress schedule table) including a process schedule or an estimate information including a detailed work schedule. is there. Similarly to the above, it is also possible to monitor the transition of security and political risks, and display a warning window in the same way if the standard value is exceeded. In FIG. 10, the sum of the risks of a plurality of constructions is displayed, but the risks of individual constructions can be subdivided into human, economic, security and political risks.

  In the third embodiment, an embodiment in which the social risk is calculated using the information of the construction estimation server (integrated estimation server / system) will be described. FIG. 11 is a block diagram showing an outline of a water infrastructure risk management support system according to one embodiment (Example 3) of the present invention. As shown in the figure, a water infrastructure risk management support system (WIRM, server) 300 includes a control unit (CPU) 310, an input unit 320, an output unit 330, a communication unit 340, a storage unit 350, and a display unit. 360. The storage unit 350 includes a waterworks risk master table 252 that associates waterworks and the risk of the point where the waterworks are performed, and at least one remote location away from the point caused by the waterworks and the waterworks. The water construction risk link information 254 in which the risk is associated is stored. The storage unit 350 further stores an integration element-risk conversion table 356 in which integration elements and risks are associated with each other.

  The control unit 310 includes an information acquisition unit 312, an information extraction unit 314, and a risk calculation unit 316. The information acquisition unit 312 can acquire the construction estimation information from the construction progress management server SMS, the construction estimation server 500, or the like via the input unit 320. Alternatively, the information acquisition unit 312 receives the construction schedule information from the construction estimation server 500 or the construction progress management server SMS, such as another server, a computer, or a terminal via the communication unit 340 functioning as a reception unit, and / or Alternatively, construction estimate information is received. The communication unit 340 is connected to a network NET such as the Internet, and via the network NET, remote terminals PC1, PC2, mobile terminal PDA1, mobile phone terminal MS1, typically a construction estimation server 500 and a construction progress management server SMS. It is possible to send and receive data to and from. In the present embodiment, the WIRM 300 will be described in the form of acquiring (receiving) estimated data including waterworks information from the construction estimation server 500 via the network NET.

  The construction estimate server (integrated estimate server, unit price type accumulated estimate server) 500 is a computer system (apparatus) having an existing general-purpose construction estimate function. Such a construction estimation server is common in the field of public works such as civil works and construction works. In particular, public works require bidding and accounting processing using estimated data based on unit price calculation based on the accumulated amount data for the walk. Since the unit price is specified in detail for each construction element (material, work process, etc.), the calculation of estimated data is complicated and complicated. It is a construction estimation server that automates this, and it is widely used in the construction industry as a representative of the public construction industry.

  In this embodiment, paying attention to the fact that such an accumulation system is often introduced in the construction industry that performs public works, it is possible to obtain social risks by using data accumulated in the accumulation estimation server / system. Can be generated automatically. Therefore, if an estimate server / system is installed at a construction company or waterworks department / company and the necessary estimate data (construction-related data) exists, this data can be used as it is, so that social risks and Environmental impact assessment data (environmental impact assessment, environmental impact assessment table, etc.) can be automatically created.

  Recently, unit price type bids and quotations are becoming popular under the guidance of the country, and unit price type construction estimation servers corresponding to this have been developed. In addition, a unit price type construction estimation server that can utilize the accumulated amount data has been developed and is generally used. In the present embodiment, estimate data including waterworks information is received / input from the construction estimate server 500 which is widely spread. The data of the construction estimate server must always be updated to the latest data for bidding and accounting processing necessary for order received work / sales activities that are the basis of the business, and thus the accumulated master of the planned water works Estimated data, including tables and target waterworks information, is always up-to-date, accurate and detailed. That is, in this embodiment, since it is possible to use the waterworks construction information (estimated data) managed by the construction estimation server 500, the data is prepared for the system WIRM300. There is a big merit that there is no need to do.

  The construction estimation server 500 includes a control unit (CPU) 510, an input unit 520, a communication unit (output unit) 540, and a storage unit 550. The control unit 510 includes an information acquisition unit 512 and an estimate calculation unit 514. The storage unit 550 stores a step master table 552. The walk master table 552 includes standard statistical information including names of a plurality of works and standard numerical values per unit quantity of each element included in each of the plurality of works. The totalization master table 554 includes customized statistical information (namely, custom data for each company) consisting of the name of the work actually received and the real value per unit quantity of each element included in the work. . The code, name, unit price, etc. of the integration elements that make up the construction are stored. The integration element can be defined at various levels. For example, the type of construction "construction type" (earthwork, construction work, waterworks, electrical work, etc.), type (plumbing work, mechanical earthwork, equipment electrical work, wiring electrical work, etc.), standard (backhoe floor moat, high-voltage electric cable laying, etc.) , Work process (elevation scaffolding assembly, pump installation, distribution board installation, etc.), necessary parts / parts for work (large-diameter water distribution pipe, water distribution pipe, conduit, water pump, intake pump, contact point / node, water distribution pipe, valve, Pressure reducing valve).

  It should be noted that the input format of the construction name of the target construction in the construction estimation server 500 in this embodiment is roughly divided into two construction names: a construction name in the conventional stacking method and a construction name in the unit price format. . Here, the construction name specified in the unit price format, which is the target construction, is also assumed to have the same name as the conventional stacking method. In such a case, various tables such as the walk-through master table have conventionally been used. Even those constructed with a certain accumulation method can be used without any problems. However, in order to appropriately respond to cases where the construction name differs depending on the unit definition, etc., or is more comprehensive, the "construction name conforming to the unit price type integration method" It is desirable to reset the association with each included element. Furthermore, it is preferable to provide a flag indicating that the construction price is a unit price type or a flag indicating a normal stacked type so that both types can be used together.

  The unit price type integration method does not focus on the individual elements (processes, members) included in the target construction, for example, the unit price or quantity of construction materials or fuels, so basically a step / accumulation table is created. do not have to. However, there is a need to construct a step / accumulation table for the basis for determining the unit price based on each element included in the unit and for in-house cost management. Furthermore, in order to calculate environmental impact assessment data and social risk, information on each element constructed on the walk / accumulation table is essential. Therefore, in this embodiment, the data of these elements constructed in a conventional step / accumulation table is inherited for effective use.

  The information acquisition unit 512 is an evaluation target construction (estimation target construction, which is ultimately an estimate target construction) from a terminal PC1 connected locally via the input unit 520 or the communication unit 540 or connected via a network. The name, location, and quantity of construction subject to assessment of environmental risks and environmental impacts). The estimate calculation unit 514 (breakdown data generation means) refers to the draft master table 552 stored in the storage unit 550 and determines the evaluation target construction based on the input name, location, and quantity of the evaluation target construction. Breakdown data including each element included and their quantity is generated using a computing means (MPU, CPU, etc., not shown). Furthermore, the estimate calculation unit 514 compares each element included in the construction to be evaluated with each element in the customized statistical information included in the integration master table 554, and the matching element exceeds a predetermined threshold value. Can also generate breakdown data based on the construction to be evaluated and its quantity with reference to the integration master table 554. The estimate calculation unit 514 generates estimate data for the construction to be evaluated from the number of subdivided elements (integrated elements) included in the breakdown data and statistical information (that is, unit price of the elements). The generated estimate data includes breakdown data. In general, since the unit price for payroll / accumulated data is set differently for each district, in order to calculate an accurate estimate corresponding to the place where the target construction is performed, Includes district code / location information etc. In this embodiment, the district code / location information set / described in this way is used effectively.

  The information acquisition unit 312 of the water infrastructure risk management support system (WIRM) 300 receives / acquires estimate data from the communication unit 540 of the construction estimation server 500 via the communication unit 340 or the input unit 320. The information extraction unit 314 is configured from the received / acquired estimated data to configure the waterworks information “accumulation factor, quantity (default 1 is set when there is no quantity display), and location information indicating a place where the construction is performed. Is extracted. Based on the waterworks information “integrated elements, quantity, and location information” extracted by the information extracting unit 314, the risk calculating unit 316 calculates the accumulated element-risk conversion table (ERT in FIG. 12), the waterworks risk master table 252 (see FIG. 12 PRM) and water work risk link information 254 (PRL in FIG. 12), the social risk generated by the target work included in the water work information is calculated. The calculated risk is displayed on the screen by the display unit 360. Alternatively, the processing result (calculated social risk) may be transmitted to the terminal PC 1, the construction estimation server CES, the construction progress management server SMS, and the construction estimation server 500 by the communication unit (transmission unit) 340. The function of the risk notification unit 318 is the same as the function of the risk notification unit 218. Note that functional parts having similar name names have similar functions unless otherwise noted.

FIG. 12 is a flowchart showing an example of processing executed by the water infrastructure risk management support system (WIRM) of FIG. As shown in FIG. 12, in step S51, an integrated element-risk conversion table (ERT), a waterworks risk master table PRM, and waterworks risk link information PRL are stored. In step S52, estimate data is acquired from the construction estimate server 500. Next, in step S53, the integration element (its quantity) and location information are extracted from the estimated data. Subsequently, in step S54, the element risk is calculated with reference to the integration element-risk conversion table ERT based on the extracted integration element (the quantity). For example, when the codes indicating the extracted integrated elements are E2 and E4 and the quantity of E4 is 3, the element risk is 50 according to the following calculation formula.
ER = (E2: ER for large-diameter water pipe replacement work 20 x default quantity 1) + (E4: 10 x quantity 3 for ER of large-diameter water pipe 100m)
= (20 × 1) + (10 × 3) = 20 + 30
= 50

  In step S55, based on the obtained element risk and location information, the social risk generated by the target construction is calculated with reference to the water works risk master table (PRM) and the water works risk link information (PRL). The waterworks risk link information (PRL) may be a topology-type table PRL-X showing the connection state in a graphic form. The waterworks risk link information (PRL) in FIG. 12 defines points that are directly connected to one place. According to such a defining method, since the change of one place only needs to change the risk link information of the point adjacent to the point, the management becomes very simple. Of course, as shown in Table 2, a method may be used in which all locations affected by each point are described.

For example, when the obtained location information is point B and the obtained element risk is 50, the local social risk at point B is 150 according to the following calculation formula.
Social risk at point B = risk factor 3 x elemental risk 50 = 150
The wide-area social risk generated by the target construction at point B is 200 according to the following formula.
Wide area social risk = (Social risk at point B) + (Social risk at point C)
= 150 + (Social risk at point C)
= 150 + (Risk coefficient at point C 1 x elemental risk 50)
= 150 + 50
= 200

  Finally, in step S56, the calculated social risk is displayed. Estimated factor-risk conversion table (ERT) and water works risk master table (PRM) include human risk (HR), human risk factor (H), economic risk (ECR, E), economic risk factor ( E), Security / Political Risk (SPR), Security / Political Risk Factor (P) are defined in the Risk Breakdown and Risk Factor Breakdown. By using these breakdown figures, it is possible to determine the human risk, economic risk, and security / political risk that make up wide / local social risks. This system WIRM300 can calculate the social risks as shown in Fig. 8-10 in time series and display them in time series when the estimate data includes multiple waterworks and construction schedule information. It is.

  The water infrastructure risk management support system according to the present invention can also function as an occupational health and safety evaluation system for waterworks. The Occupational Health and Safety Assessment Series (OHSAS) 18001 was established by an international consortium in which organizations that have been certified on an international scale (for example, Lloyd, SGS, Japanese Standards Association) participated. Occupational safety and health management system standard. This standard is designed to check whether occupational health accident risks within organizations such as companies are minimized and activities that avoid future risks are continuously improved. OHSAS18001 consists of a plan (plan)-do (execution)-check (inspection)-action (review): planning, implementation and operation, inspection and corrective action, and management review as in the ISO14001 standard. It is composed of a so-called deming cycle, and the management system required by OHSAS 18001 requires the implementation of this cycle.

  Therefore, in order to comply with this occupational safety and health standard (pass registration and maintenance examinations), we cover all business activities, extract hazard sources in occupational safety and health, that is, risk, and calculate the impact of this. -Although it must be evaluated, whether it is manual calculation or using a computer, the current situation is that we are looking for a method that can perform quantitative processing efficiently. In such a situation, it is very difficult for companies to prepare and register their own occupational safety and health related documents. Had to be created. In addition, this standard had a maintenance review at regular intervals, and it was necessary to constantly practice the above-mentioned deming cycle and to create a hazard source (risk) evaluation table.

  By the way, in construction companies, there are many factors that affect workers and their surroundings regarding the construction work (typical ones such as falling or falling of construction workers, injury of workers due to heavy equipment for construction, etc.). Although it is necessary to create a hazard source evaluation table that takes into account the effects of each element of the above, even a single construction is composed of a number of various elements (work processes). Therefore, it has been very labor intensive and time-consuming to prepare a risk source evaluation table that appropriately evaluates the risk sources of each element of many construction works.

  The water infrastructure risk management support system (WIRM) 100, 200, 300 according to the present invention also functions as an occupational safety and health evaluation system for water works, and is a risk source (risk) that appropriately evaluates the risk sources of each element of the work. An evaluation table can be created. The hazard source (risk) assessment table is either fully compliant with the Occupational Safety and Health Management System OHSAS18001 depending on user requirements, construction data, integrity of the hazard source assessment master table, etc., or a hazard source that complies with this standard (Risk) Can be only part of the evaluation table. When functioning as an occupational health and safety assessment system, the hazard source assessment master table is specified as the waterworks construction risk master table. FIG. 13 is a diagram illustrating an example of a hazard source assessment master table (waterworks construction risk master table) stored in each storage unit by the water infrastructure risk management support system (WIRM) 100, 200, 300. As shown in the figure, the hazard source assessment master table is categorized by work process. In this figure, on the right side, work processes related to manual excavation (excavation work and inspection of workplaces) and their harmful factors (passages, rocks, etc.) ) And the associated accident type classification (stumbling, cutting, etc.). Further, in the table, the importance, occurrence possibility, evaluation (importance × occurrence possibility), and rank (for example, A is an evaluation numerical value of 70 or more, B is 50 or more, less than 70 is B, 30 or more. If it is less than 50, it is ranked on the basis of C, and if it is less than 30, it is ranked on the basis of D). By referencing such a hazard source master table, each risk calculator can identify hazard sources including “occupational health and safety risks” that constitute part of the local social risks at the site where the construction is performed. It becomes possible to evaluate. By the way, the risk (danger source / risk evaluation table) calculated is in the form of extracting a part of FIG. In the risk source / risk evaluation table of FIG. 13, it is preferable to provide countermeasures (prevention measures / prevention measures) for each risk, risk source, and operation (operation involving risk). The user can present this countermeasure to the worker, implement the countermeasure, and manage the implementation status of the countermeasure.

  The water infrastructure risk management support system (WIRM) 100, 200, 300 according to the present invention can also function as an environmental impact assessment system for waterworks. The environmental management system is an environmental management method that has been newly defined in the international standard ISO14001 and the Japanese Industrial Standard JISQ14001, etc., and supports environmental management such as environmental audits, environmental performance evaluation, environmental labels, and life cycle assessment. It consists of standards for various methods. These are defined as management methods for management, and do not stipulate the content or level of specific measures, but are left to a considerable extent to individual business operators. The ISO14001 standard consists of a so-called deming cycle consisting of plan (plan)-do (execution)-check (inspection)-action (review): planning, implementation and operation, inspection and corrective action, and review by management. The management system required by ISO14001 requires the implementation of this cycle.

  Therefore, in order to comply with this environmental ISO (pass registration and maintenance audits), all business activities must be covered and the impact on the environment must be calculated and evaluated. Even so, the current situation is that we are exploring ways to perform quantitative processing efficiently. Under such circumstances, it is very difficult for companies to prepare their own ISO-related documents and register them. Generally, a specialized ISO consultant is asked to prepare documents for environmental assessment. There was a need. In addition, this ISO was subject to maintenance screening at regular intervals, and it was necessary to constantly practice the above-mentioned deming cycle and create an environmental impact assessment table.

  The water infrastructure risk management support system (WIRM) 100, 200, 300 according to the present invention can also function as an environmental impact assessment system for waterworks and generate an environmental impact assessment table (data). The environmental impact assessment table (data) conforms to or complies with international standards ISO14001 and Japanese Industrial Standards JISQ14001 depending on user requirements, construction data, and the integrity of environmental master tables by resource. It can be only part of the environmental impact assessment table (data). When functioning as an environmental impact assessment system, the environmental impact assessment master table is specified as the waterworks risk master table. In that case, the environmental assessment data generation unit provided in the WIRM 100, 200, 300 refers to the resource-specific environment master table based on the construction estimate information, and environmental impact assessment data including environmental aspect data and environmental impact data. Is generated using the arithmetic means. In other words, if information that matches the information included in the construction estimate information is included in the environmental aspect data item, that item is extracted, and the environmental impact data item associated with this item is also extracted, and the environmental impact data is extracted. Data.

  For example, if the construction estimate information includes the contents shown in Table 3, search the environmental side data as shown in Table 4 using the step codes B0001 and B0002 as keys, find the ones with the same keys B0001 and B0002, and Extract environmental impact assessment data from items.

  As described above, the present systems WIRM 100, 200, and 300 can also evaluate and output the influence of the environmental aspect constituting the social risk.

  Although the present invention has been described based on the drawings and examples, it should be noted that those skilled in the art can easily make various modifications and corrections based on the present disclosure. Therefore, it should be noted that these variations and modifications are included in the scope of the present invention. For example, the functions included in each unit, each means, each step, etc. can be rearranged so as not to be logically contradictory, and a plurality of means, steps, etc. can be combined or divided into one. It is.

It is a block diagram which shows the outline | summary of the water infrastructure risk management support system by one embodiment (Example 1) of this invention. It is a flowchart which shows an example of the process performed with the water infrastructure risk management support system (WIRM) of FIG. It is a flowchart which shows an example of the process performed with the water infrastructure risk management support system (WIRM) of FIG. It is the construction influence network figure of the form which displayed the social risk calculated | required by WIRM100 of FIG. It is a block diagram which shows the outline | summary of the water infrastructure risk management support system by one embodiment (Example 2) of this invention. It is a flowchart which shows an example of the process performed by the water infrastructure risk management support system (WIRM) of FIG. It is a flowchart which shows an example of the process performed by the water infrastructure risk management support system (WIRM) of FIG. It is the graph which displayed the social risk calculated by the water supply infrastructure risk management support system by one mode (Example 2) of the present invention in time series. It is the graph which displayed the sum total of the social risk calculated by the water infrastructure risk management support system by one mode (Example 2) of the present invention in time series. It is the graph which displayed the economic risk and the human risk in the time series among the social risks calculated by the water supply infrastructure risk management support system by one embodiment (Example 2) of this invention. It is a block diagram which shows the outline | summary of the water infrastructure risk management support system by one embodiment (Example 3) of this invention. It is a flowchart which shows an example of the process performed by the water infrastructure risk management support system (WIRM) of FIG. It is a figure which shows an example of the hazard source evaluation master table (waterworks construction risk master table) which water supply infrastructure risk management support system (WIRM) 100,200,300 stores in each memory | storage part.

Explanation of symbols

100 Water Infrastructure Risk Management Support System 110 Control Unit 112 Information Acquisition Unit 114 Risk Calculation Unit 120 Input Unit 130 Output Unit 140 Communication Unit 150 Storage Unit 152 Water Works Risk Master Table 154 Water Works Risk Link Information 160 Display Unit NET Network PC1 Terminal PDA1 Mobile terminal PRN Printer MS1 Mobile phone terminal 200 Water infrastructure risk management support system 210 Control unit 212 Information acquisition unit 214 Information extraction unit 216 Risk calculation unit 218 Risk notification unit 220 Input unit 230 Output unit 240 Communication unit 250 Storage unit 252 Waterworks construction risk Master table 254 Waterworks risk link information CES Construction estimate server SMS Construction progress management server EL Economic risk warning reference line ERL Economic risk curve HL Human risk warning reference line HRL Risk curves N1, N11 Construction impact network diagram R1-R5 Individual risk curve RL Risk curve SR Total social risk window W0-Wn Risk window W31 Risk sub-window AR Arrow WL Warning reference line WR1-n Risk WW1-4 Warning window wl Individual warning Reference line 300 Water infrastructure risk management support system 310 Control unit 312 Information acquisition unit 314 Information extraction unit 316 Risk calculation unit 318 Risk notification unit 320 Input unit 330 Output unit 340 Communication unit 350 Storage unit 352 Water construction risk master table 354 Water construction risk Link information 356 Integration element-risk conversion table 500 Construction estimation server 510 Control unit 512 Information acquisition unit 514 Estimation calculation unit 520 Input unit 540 Communication unit 550 Storage unit 552 Progress master table 554 Integration Star table

Claims (12)

A water infrastructure risk management support system,
Integrating elements and risks and the association was integrated elements - and risk conversion table, and plumbing risk master table plumbers and the plumbing is associating the risk of the point to be implemented, caused by plumbing and the plumbing A storage unit that stores water construction risk link information that correlates with a risk of at least one remote location away from the point;
An information acquisition unit for acquiring waterworks information including an integration element ;
Based on the integration element included in the waterworks information acquired by the information acquisition unit, with reference to the integration element-risk conversion table, the waterworks risk master table, and the waterworks risk link information, included in the waterworks information A risk calculator that calculates social risks arising from the construction;
Water infrastructure risk management support system. In the water infrastructure risk management support system according to claim 1,
The social risk is
A local risk at a point where the target construction is carried out, and a wide area risk,
Water infrastructure risk management support system characterized by that. In the water infrastructure risk management support system according to claim 1 or 2,
A tap water supply pipe connection form in which the waterworks risk link information connects a point where the waterworks work is performed and at least one remote place which is away from the point and to which the tap water supply pipe is connected Including information,
An output unit for outputting the social risk as a construction impact network diagram;
Water infrastructure risk management support system characterized by that. In the water infrastructure risk management support system according to any one of claims 1 to 3,
The waterworks risk link information is
Including at least one of a human risk, an economic risk, and a security / political risk at the point where the waterworks work is performed and / or at the at least one remote location,
The social risk is
Including at least one of a human risk, an economic risk, and a security / political risk at a point where the target construction is performed and / or a remote place away from the point,
Water infrastructure risk management support system characterized by that. In the water infrastructure risk management support system according to any one of claims 1 to 4,
Information on water pressure or pipe diameter related to the water supply pipe, water supply pipe, water purification plant, water supply station, water tank, reservoir, pump, valve, or equipment that affects the supply of tap water. Including
The risk calculation unit calculates a social risk caused by the target construction included in the waterworks information by referring to the waterworks risk master table and waterworks risk link information based on the water pressure or pipe diameter information. To
Water infrastructure risk management support system characterized by that. In the water infrastructure risk management support system according to any one of claims 1 to 4,
  Water pressure related to equipment that affects distribution water, water supply pipes, water treatment plants, water supply stations, water storage tanks, reservoirs, pumps, valves, or tap water supply that are included in the waterworks construction information. Or contains pipe diameter information,
  The risk calculation unit further refers to the water work risk master table and the water work risk link information based on the water pressure or pipe diameter information, and determines the social risk caused by the target work included in the water work information. calculate,
Water infrastructure risk management support system characterized by that. In the water infrastructure risk management support system according to any one of claims 1 to 6 ,
The information acquisition unit
Obtain construction schedule information that includes an integration element and / or construction estimate information that includes an integration element .
The water infrastructure risk management support system is
Further comprising an information extraction unit that extracts an integration element from the construction schedule information acquired by the information acquisition unit and / or the construction estimation information , and sets it as waterworks construction information including the integration element ;
The risk calculation unit
Based on the information extraction that by the unit the plumbing information, the integrated element - risk conversion table with reference to the plumbing risk master table and plumbing risk link information generated by the subject construction included in the plumbing information Calculate social risk
Water infrastructure risk management support system characterized by that. In the water infrastructure risk management support system according to any one of claims 1 to 6 ,
In place of acquiring the waterworks information, a receiving unit that receives work schedule information and / or work estimate information from another computer;
Further comprising an information extraction unit that extracts an integration element from the construction schedule information received by the reception unit and / or the construction estimation information and sets it as waterworks information including the integration element ;
The risk calculation unit
Based on the information extraction that by the unit the plumbing information, the integrated element - risk conversion table with reference to the plumbing risk master table and plumbing risk link information generated by the subject construction included in the plumbing information Calculate social risk
Water infrastructure risk management support system characterized by that. In the water infrastructure risk management support system according to any one of claims 1 to 8,
A display unit for displaying the social risks in time series;
A water infrastructure risk management support system characterized by further comprising: In the water infrastructure risk management support system according to any one of claims 1 to 9,
When the social risk exceeds a predetermined reference value, a warning unit for notifying that effect,
A water infrastructure risk management support system characterized by further comprising: The water infrastructure risk management support program for implement | achieving the water infrastructure risk management support system of any one of Claims 1-10 with a computer.   A computer-readable storage medium storing the water infrastructure risk management support program according to claim 11.

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