WO2019151849A1 - A system and method for managing location surveying data - Google Patents

A system and method for managing location surveying data Download PDF

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Publication number
WO2019151849A1
WO2019151849A1 PCT/MY2019/050009 MY2019050009W WO2019151849A1 WO 2019151849 A1 WO2019151849 A1 WO 2019151849A1 MY 2019050009 W MY2019050009 W MY 2019050009W WO 2019151849 A1 WO2019151849 A1 WO 2019151849A1
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WIPO (PCT)
Prior art keywords
code
project
level unit
data
check code
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PCT/MY2019/050009
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French (fr)
Inventor
Jiunn Shyong CHIN
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Jati Tinggi Sdn Bhd
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Publication of WO2019151849A1 publication Critical patent/WO2019151849A1/en

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    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06QINFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
    • G06Q50/00Information and communication technology [ICT] specially adapted for implementation of business processes of specific business sectors, e.g. utilities or tourism
    • G06Q50/08Construction
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06QINFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
    • G06Q10/00Administration; Management
    • G06Q10/06Resources, workflows, human or project management; Enterprise or organisation planning; Enterprise or organisation modelling

Definitions

  • the present invention relates generally to a field of data management particularly to an improved system and method for managing location surveying data.
  • a project management company are assigned to carry out surveying works such as surveying the location of utilities services at a given work site.
  • a worker for example a field engineer or surveyor, will be assigned to carry out these works by taking measurement at the work site.
  • the surveyor will carry out the surveying process by measuring and recording the geographic information of the work site.
  • GPS Global Positioning System
  • US 7664530 B2 discloses a portable device for collecting geographic data in a location.
  • This prior art comprises a memory that stores preliminary site information associated with the geographic location, a receiver that receives the geographic position data, an interface that enables a user to input the corresponding data and a processor that supplements the preliminary site information with the received geographic position data and the corresponding input data.
  • US 8144058 B2 discloses a system and method for generating a geographical data transaction including information about topography of a region and utilities within the region.
  • This prior art configured to collect the geographical data of a specific location by receiving the relevant information related to the collected data such as the utilities in the region, the location for each utilities, time and date of the data collection. Further, the prior art capable for updating the geographical data by integrating the revisions made into the geographical data transaction.
  • the present invention provides a system and method for managing location surveying data.
  • the system comprises a center unit for managing the system and data, a first level unit for creating and assigning a project, reviewing, validating and approving the project, a second level unit connected to the first level unit for receiving, reviewing, verifying and assigning the project, a third level unit connected to the second level unit for collecting data including capturing and storing underground utility coordinates.
  • the third level unit comprises a check code generator for user identity verification and data validation. A check code is generated according to a number of variables in which the check code is viewable and verifiable by the center unit, the first level unit and the second level unit.
  • the present invention also provides a method for managing location surveying data.
  • the method comprises the steps of creating a project for surveying a location and entering information related to the project onto the first level unit, transmitting the project information to the second level unit upon assigning the project from the first level unit to the second level unit, transmitting the project information to the third level unit upon assigning the project from the second level unit to the third level unit, surveying a location according to the assigned project, collecting and recording the surveyed data into the third level unit, syncing the recorded data to the center unit, verifying and validating the recorded data, and approving the project upon completion and validation.
  • the method further comprises the steps of generating a check code by the check code generator based on the recorded data.
  • Fig. 1 is a flow diagram of a method for managing location surveying data (100) in accordance to an embodiment of the present invention.
  • Fig. 2 is a flow diagram of a method for generating a check code based on the recorded data (180) in accordance to an embodiment of the present invention.
  • Fig. 3 is a flow diagram of a method for generating a second code based on the project reference index (186) in accordance to an embodiment of the present invention.
  • Fig. 4 is a flow diagram of a method for generating a check code based on the first code and the second code (188) in accordance to an embodiment of the present invention.
  • compositions or an element or a group of elements are preceded with the transitional phrase“comprising”, it is understood that we also contemplate the same composition, element or group of elements with transitional phrases“consisting of”,“consisting”,“selected from the group of consisting of,“including”, or“is” preceding the recitation of the composition, element or group of elements and vice versa.
  • the present invention provides a system for managing location surveying data.
  • the system can be implemented to record and manage data for surveying underground utilities such as, but not limited to, pipelines, water supply network lines and telecommunication lines.
  • the system is easily accessible through various electronic devices such as, but not limited to, personal computer and mobile phone.
  • the system is developed into two versions which are, but not limited to, a standard website, which is accessible through personal computer and mobile phone, or a mobile app version.
  • the standard website displays few different sections which are, but not limited to, Login page, Project List page, Project Creation page, Diagram List page, Diagram Upload page, Annotate Point on Diagram page, Approve Diagram page, Approved Diagram page, Check Code page, Map, Full Map and Photo Stamp.
  • the website version is preferably accessible by a user for creating a surveying project.
  • the mobile app version displays few different sections which are, but not limited to, Login page, Project List page, Diagram List page, base Point List page, Base Point Creation page, Base Point Height Difference Snapshot, Planned Point List page, Unplanned Point Creation page, GPS Device Connection page, Map and Photo Stamp.
  • this mobile app version is preferably accessible by a user which conducts the surveying process for recording the surveyed data onto the system.
  • the system comprises a center unit, a first level unit, a second level unit and a third level unit.
  • the center unit is configured to, but not limited to, manage the system and store the recorded data which is accessible and viewable by a user.
  • the center unit manages and stores the data in numbers of variables such as, but not limited to, coordinate in longitude, latitude and altitude of a location, type of utilities services, capacities of utilities, type of coordinate measurement, date and time coordinate captured, project reference index and check code.
  • the variables are sorted and arranged in specific formats to comply with the requirements of the system. Said system is accessible by different levels of users according to the units assigned, such as but not limited to project manager, supervisor, administrator and site worker.
  • a user which has access to the center unit may, but not limited to, view and access all of the listed projects, particularly by viewing and accessing the created projects and diagrams as well as navigating a full map view having points marked on the map.
  • the formats of said variables are as follows: Longitude
  • Longitude is distance measured in degrees east or west from an imaginary line (called the prime meridian) that goes from the North Pole to the South Pole and passes through Greenwich, England.
  • the minimum and maximum values of the longitude are
  • the longitude is measured by a GPS device which provides the value of longitude for a location in radian format with 1 mm as a resolution unit. Then, the data is converted to a degrees minutes seconds format.
  • the format for the longitude value used for the system is:
  • NN° longitude data in degrees
  • NN’ longitude data in minutes
  • NN.NNNN longitude data in seconds.
  • Latitude is angular distance that specifies north or south direction from the earth’s equator measure through 90 degrees.
  • the minimum and maximum values of the latitude are
  • the latitude is measured by a GPS device which provides the value of latitude for a location in radian format with 1 mm as a resolution unit. Then, the data is converted to a degrees minutes seconds format.
  • the format for the latitude value used for the system is:
  • NN° latitude data in degrees
  • NN’ latitude data in minutes
  • NN.NNNN latitude data in seconds. Altitude
  • Altitude is the vertical elevation of utilities above sea level.
  • the format for the altitude is a float number having a maximum of 3 decimal places.
  • the altitude is measured by a GPS device which provides the value of altitude for a location.
  • the format for the latitude value used for the system is NNNN.NNN, where a numerical value is configured to represent the altitude value for a location. Service
  • This variable represents the type of utilities services of a project.
  • the format for the type of utilities services is NN, where a numerical value is configured to represent the type of utilities services.
  • the examples for the type of utilities services and its numerical values are tabulated in Table 1 as below:
  • This variable represents the capacities of the utilities involved in a project.
  • the format for the capacities of the utilities is NN, where a numerical value is configured to represent the capacities of the utilities.
  • the examples for the capacities of the utilities and its numerical values are tabulated in Table 2 as below:
  • This variable represents the type of coordinate measurement of a project.
  • the format for the type of coordinate measurement of a project is NN, where a numerical value is configured to represent the type of coordinate measurement of the project.
  • Table 3 Numerical value according to type of coordinate measurement
  • This variable represents the date and time in which the coordinate captured for a project.
  • the format for the date and time is YYYYMMDDHHMMSS,
  • This variable represents the reference index of a project.
  • the reference index comprises, but not limited to, 10 characters of upper and lower case letters and numbers.
  • This variable comprises, but not limited to, 40 characters of hashed code generated from the other variables which are, but not limited to, coordinate in longitude, latitude and altitude of a location, type of utilities services, capacities of utilities, type of coordinate measurement, date and time coordinate captured and project reference index.
  • the system further comprises a first level unit configured to, but not limited to, create a project, assign a project, review, validate and approve the project.
  • the first level unit is accessible by a user such as, but not limited to, a contractor to conduct surveying project and capable to create a location surveying project in the system upon assignment.
  • the first level unit allowed the user for, but not limited to, creating a location surveying project, editing the project, deleting the project, assigning sub-role for the project to the second level unit, uploading a diagram related to the project, editing and deleting the diagram, adding planned point on the diagram, approving or disapproving to initiate the data measurement, approving or disapproving to complete the data measurement, creating diagram amendment, navigating a map page having the project’s points marked, navigating to check code page which displays the check code for the recorded data, loading file to import points by batch, viewing photo stamp of planned, unplanned and base points, creating, editing and deleting link group, creating link with planned points and unplanned points for link group, exporting link group and viewing the distance for each link group and total distance for all link groups.
  • the system comprises a second level unit which is connected to the first level unit.
  • the second level unit is configured to, but not limited to, receive, review, verify and assign the project.
  • This unit can be accessed by a user which is assigned by the first level unit to monitor and supervise the surveying project.
  • the user is, but not limited to, a project manager.
  • the second level unit allowed the user to, but not limited to, configure global offset information for the project, upload new diagram, edit and delete the diagram, add planned point on the uploaded diagram, add description text for unplanned point, view photo stamp of planned points, unplanned points and base points, verify or reject the point measurement, send approval request to finish data measurement, load file to import points by batch, create, edit and delete link group, create link with planned points and unplanned points for link group, export link group for plotting and view distance for each link group and total distance for all link group.
  • the system comprises a third level unit which is connected to the second level unit.
  • the third level unit is configured to collecting data which includes capturing and storing the underground utility coordinates.
  • the second level unit allowed a user to, but not limited to, view related project and diagram, measure planned, unplanned and base point, sync offline measurement data with server and send verification request for point measurement.
  • the third level unit can be accessed by a user which has been assigned by the second level unit to conduct and execute the project.
  • the user is, but not limited to, a site supervisor, a field engineer or a surveyor.
  • the third level unit further comprises a check code generator configured to generate a check code for user identity verification and data validation.
  • the check code is viewable and verifiable by the center unit, the first level unit and the second level unit. Further, this check code capable in assisting the system for verifying the identity of a user and giving authorization to view and access the system.
  • the check code comprises, but not limited to, a string of 40 characters which is generated according to a number of variables.
  • the variables are, but not limited to, coordinate in longitude, latitude and altitude of a location, type of utilities services, capacities of utilities, type of coordinate measurement, date and time coordinate captured and project reference index.
  • a new check code will be generated by the check code generator if any changes on the variables are detected or changes on the number of variables does not match with the original data.
  • This new generated check code ensures that the recorded data are valid in originality and secure from being easily altered by any unauthorized personnel as the user may track and trace any changes made on the variables by comparing the original check code and the new generated check code.
  • Fig. 1 is a flow diagram showing a method for managing location surveying data (100) in accordance to an embodiment of the present invention.
  • the present invention provides a method for managing location surveying data (100).
  • a new user may register or logging in to the system for accessing and using said system for their project.
  • the method preferably starts with step (1 10) by creating a project for surveying a location.
  • a first user having an access to the first level unit will create a project which includes surveying a specific location for underground utilities services upon request.
  • the first user enters information related to the project (120) onto the first level unit.
  • the information includes, but not limited to, details and instructions, location and diagrams of the project.
  • the first level unit may add planned point on the entered or uploaded diagram.
  • the first user will then assign a second level unit to proceed with supervising the surveying project.
  • the project information uploaded onto the first level unit is transmitted to the second level unit (130) upon assignment of the second level unit.
  • a second user having an access to the second level unit will then configure the global offset information for the project.
  • the second user transmits the project information to the third level unit (140) upon assigning the project to the third level unit.
  • a third user having an access to the third level unit will then conduct and execute the project by surveying the location (150) according to the assigned project upon receiving approval from the second level unit.
  • the third user measures the GPS value for base, planned and unplanned point.
  • the surveyed data will be collected and recorded (160) into the third level unit.
  • the recorded data will then be synced (170) to the center unit which are accessible by the first and second level unit.
  • the third level unit which comprises the check code generator will generate the check code (180) in accordance to the recorded data.
  • the third level unit will then send a verification request to the second level unit for verification and validation of the recorded data (190).
  • the second level unit may reject the verification request from the third level unit if the recorded data did not meet certain requirements of said project.
  • the third level unit may generate a map which annotating the measured point based on the recorded data. This map is accessible by the second user in which said user may check and determine whether there are any misalignments on the point measurements or incorrect data measurements for rejecting the verification request.
  • the third user Upon rejection, the third user will re-conduct the surveying process by repeating the steps (150), (160) and (170) until the verification request is accepted by the second level unit.
  • the second level unit Upon verifying and validating the recorded data (190), the second level unit will send an approval request to the first level unit for approving to complete and finish the project (200).
  • first level unit or the second level unit may create a link group of the planned and unplanned points to view the distance for each link group and the total for all link groups.
  • the first level unit may reject the approval request from the second level unit if the recorded data did not meet certain requirement of said project or if any amendments require to be done on the project.
  • the first user may unexpectedly enter wrong or incorrect information of a project at the first level unit. Accordingly, the second and third user at the second level unit and third level unit may conduct the surveying process based on said incorrect information. Upon completing the surveying process, the first user may notice that the surveying process is being done incorrectly based on said information. Hence, the first user may reject the approval request and subsequently, re-enter the correct information of the project. The first user will then re-assigned the second and third user to repeat the surveying process.
  • the first level unit may create an amendment diagram upon project completion configured to show the amendments done on the project for other user references.
  • Fig. 2 is a flow diagram showing a method for generating a check code based on the recorded data (180) in accordance to an embodiment of the present invention.
  • Fig. 3 is a flow diagram showing a method for generating a second code based on the project reference index (186) and
  • Fig. 4 is a flow diagram showing a method for generating a check code based on the first code and the second code (188) in accordance to an embodiment of the present invention.
  • the check code generator of said third level unit will then generate the check code based on the recorded data (180).
  • the method for generating the check code (180) preferably starts with the step of converting the recorded data into specific numerical values (182).
  • the recorded data are converted into, but not limited to, non-negative integer values using pre-defined formulations for each recorded data.
  • the formulations for converting the recorded data are defined as follows:
  • Common GPS device provide values of latitude for a location in radian format with 1 mm as a resolution unit.
  • the data is converted to a degrees minutes seconds format and then, said converted data is calculated by the following formulation to generate the non-negative integer value.
  • Common GPS device provide values of longitude for a location in radian format with 1 mm as a resolution unit.
  • the data is converted to a degrees minutes seconds format and then, said converted data is calculated by the following formulation to generate the non-negative integer value.
  • min minutes value of longitude
  • sec seconds value of longitude
  • the altitude data is first converted into 3 decimal values in unit of meter for example:
  • the converted altitude data is multiplied with (10 L 3) to generate non-negative integer value which represent the altitude data.
  • the time and date of said data measurement is first converted into milliseconds. Next, the converted data is truncated to generate the non- negative integer value by dividing said converted data with 1000.
  • the data for the type of utilities services, capacity of utilities services and type of coordinate measurement are represented by numerical value.
  • the numerical values are, but not limited to, non-negative integer value.
  • the recorded data for the measurement of invert level for low voltage power cables are represented as numerical value according to Tables 1 -3 as follows:
  • each of the data is represented as (01 ) for the type of utilities services, (01 ) for the capacity of utilities services, and (01 ) for type of coordinate measurement respectively.
  • a first code will be generated (184) based on the non-negative integer value to represent the recorded data.
  • the non-negative integer values which represented each of the recorded data are being summed up to generate the first code.
  • the formulation to generate the first code is defined by:
  • d type of utilities services integer value
  • e size of utilities services integer value
  • f type of coordinate measurement integer value
  • g time and data integer value
  • a second code is generated based on other variable which is the project reference index (186).
  • the steps for generating the second code from the reference index (186) preferably starts with converting each of said reference index characters into a specific code unit value (186a).
  • the specific code unit value is, but not limited to, a 16-bit Unicode Transformation Format (UTF-16) code unit value.
  • the code unit value is further multiplied with a string of value (186b) which is, but not limited to, an index value plus 1. Next, the multiplied code unit values for each of the characters are added up to generate the second code (186c).
  • the formulation to generate the second code based on the project reference index is as follows:
  • a check code is then generated based on said first code and second code (188).
  • the steps for generating the check code preferably starts with defining a pre-defined code based on the first code and the second code (188a).
  • the second code is multiplied with (10 L 12) to conform with the maximum number of digit of said first code which is 12. Then, the second code is added up with the first code to generate a pre-defined code.
  • the pre-defined code is defined by formulation as follows:
  • the pre-defined code is converted (188b) into sixty binary conversion values by using the decimal of said pre-defined code.
  • the converted pre-defined code is hashed (188c) to generate the check code via, but not limited to, Secure Hash Algorithm 1 (SHA-1 ).
  • SHA-1 Secure Hash Algorithm 1
  • the above-mentioned system and method for managing location surveying data is well-equipped with security feature which protect the recorded data by tracking and tracing any changes of the recorded data. Further, the data are recorded in specific variables or formats for easy reference. Also, the system enables the user to validate the originality and accuracy of the recorded data by having the check code. Furthermore, the system and method for managing location surveying data as disclosed is user-friendly in which a specific role can be assign to a sub-user for carrying out the surveying process.

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Abstract

The present invention discloses a system for managing location surveying data which comprises a center unit for managing the system and data, a first level unit for creating and assigning a project, reviewing, validating and approving the project, a second level unit connected to the first level unit for receiving, reviewing, verifying and assigning the project and a third level unit connected to the second level unit for collecting data including capturing and storing underground utility coordinates. The third level unit further comprises a check code generator for user identity verification and data validation in which a check code is generated according to a number of variables. The check code is viewable and verifiable by the center unit, the first level unit and the second level unit. Further, a method for managing location surveying data (100) is disclosed.

Description

A SYSTEM AND METHOD FOR MANAGING LOCATION SURVEYING DATA
TECHNICAL FIELD
The present invention relates generally to a field of data management particularly to an improved system and method for managing location surveying data.
BACKGROUND ART
Typically, a project management company are assigned to carry out surveying works such as surveying the location of utilities services at a given work site. A worker, for example a field engineer or surveyor, will be assigned to carry out these works by taking measurement at the work site. At the work site, the surveyor will carry out the surveying process by measuring and recording the geographic information of the work site.
Currently, the engineer utilizes a Global Positioning System (GPS) device to determine geographic information at the work site in which it simplifies few of the surveying steps. However, the geographic information and other related information such as type of utilities services, time and date of coordinate measurement are still manually recorded by the surveyor. These practices are not practical and effective considering the risks of said records being unorganized and unsecure as the records may be missing or accidentally destroy. Further, the manual records can be easily altered or modified by any unauthorized person which questioning the security, validity and originality of the surveying data.
Given the problem above, there have been a number of solutions provided for managing the surveying data and few of them are discussed below.
US 7664530 B2 discloses a portable device for collecting geographic data in a location. This prior art comprises a memory that stores preliminary site information associated with the geographic location, a receiver that receives the geographic position data, an interface that enables a user to input the corresponding data and a processor that supplements the preliminary site information with the received geographic position data and the corresponding input data.
US 8144058 B2 discloses a system and method for generating a geographical data transaction including information about topography of a region and utilities within the region. This prior art configured to collect the geographical data of a specific location by receiving the relevant information related to the collected data such as the utilities in the region, the location for each utilities, time and date of the data collection. Further, the prior art capable for updating the geographical data by integrating the revisions made into the geographical data transaction.
The aforesaid documents and other similar solutions may strive to provide an efficient system and method for managing location surveying data; however, they still have a number of limitations and shortcomings such as, but not limited to, the system and method disclosed in the aforesaid prior art is not developed with data validation feature which configure to validate the originality and accuracy of the recorded data. Further, none of the above-mentioned prior arts disclose a system or method having security feature which protect the recorded data by tracking and tracing any changes of the recorded data.
Accordingly, there remains a need in the prior art to have an improved system and method for managing location surveying data, which overcomes the aforesaid shortcomings.
SUMMARY OF THE INVENTION
It is an objective of the present invention to provide an improved system and method for managing and organizing surveying data, where the data are recorded in specific variables or formats for easy reference. It is further an objective of the present invention to provide an improved system and method for managing location surveying data that enable the user to validate the originality and accuracy of the recorded data.
It is an objective of the present invention to provide an improved system and method for managing location surveying data having security feature which protect the recorded data by tracking and tracing any changes of the recorded data.
Also, it is an objective of the present invention to provide an improved system and method for managing location surveying data which is user-friendly, where a specific role can be assign to a sub-user for carrying out the surveying process.
Accordingly, these objectives may be achieved by following the teachings of the present invention. The present invention provides a system and method for managing location surveying data.
The system comprises a center unit for managing the system and data, a first level unit for creating and assigning a project, reviewing, validating and approving the project, a second level unit connected to the first level unit for receiving, reviewing, verifying and assigning the project, a third level unit connected to the second level unit for collecting data including capturing and storing underground utility coordinates. Further, the third level unit comprises a check code generator for user identity verification and data validation. A check code is generated according to a number of variables in which the check code is viewable and verifiable by the center unit, the first level unit and the second level unit.
The present invention also provides a method for managing location surveying data. The method comprises the steps of creating a project for surveying a location and entering information related to the project onto the first level unit, transmitting the project information to the second level unit upon assigning the project from the first level unit to the second level unit, transmitting the project information to the third level unit upon assigning the project from the second level unit to the third level unit, surveying a location according to the assigned project, collecting and recording the surveyed data into the third level unit, syncing the recorded data to the center unit, verifying and validating the recorded data, and approving the project upon completion and validation. The method further comprises the steps of generating a check code by the check code generator based on the recorded data.
BRIEF DESCRIPTION OF THE ACCOMPANYING DRAWINGS
So that the manner in which the above recited features of the present invention can be understood in detail, a more particular description of the invention, briefly summarized above, may have been referred by embodiments, some of which are illustrated in the appended drawings. It is to be noted, however, that the appended drawing illustrate only typical embodiments of this invention and are therefore not to be considered limiting of its scope, for the invention may admit to other equally effective embodiments.
These and other features, benefits, and advantages of the present invention will become apparent by reference to the following text figure, with like reference numbers referring to like structures across the views, wherein:
Fig. 1 is a flow diagram of a method for managing location surveying data (100) in accordance to an embodiment of the present invention.
Fig. 2 is a flow diagram of a method for generating a check code based on the recorded data (180) in accordance to an embodiment of the present invention.
Fig. 3 is a flow diagram of a method for generating a second code based on the project reference index (186) in accordance to an embodiment of the present invention. Fig. 4 is a flow diagram of a method for generating a check code based on the first code and the second code (188) in accordance to an embodiment of the present invention.
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS
While the present invention is described herein by way of example using embodiments and illustrative drawings, those skilled in the art will recognize that the invention is not limited to the embodiments of drawing or drawings described, and are not intended to represent the scale of the various components. Further, some components that may form a part of the invention may not be illustrated in certain figures, for ease of illustration, and such omissions do not limit the embodiments outlined in any way. It should be understood that the drawings and detailed description thereto are not intended to limit the invention to the particular form disclosed, but on the contrary, the invention is to cover all modifications, equivalents, and alternatives falling within the scope of the present invention as defined by the appended claim. As used throughout this description, the word "may" is used in a permissive sense (i.e. meaning having the potential to), rather than the mandatory sense, (i.e. meaning must). Further, the words "a" or "an" mean "at least one” and the word “plurality” means“one or more” unless otherwise mentioned. Furthermore, the terminology and phraseology used herein is solely used for descriptive purposes and should not be construed as limiting in scope. Language such as "including," "comprising," "having," "containing," or "involving," and variations thereof, is intended to be broad and encompass the subject matter listed thereafter, equivalents, and additional subject matter not recited, and is not intended to exclude other additives, components, integers or steps. Likewise, the term "comprising" is considered synonymous with the terms "including" or "containing" for applicable legal purposes. Any discussion of documents, acts, materials, devices, articles and the like is included in the specification solely for the purpose of providing a context for the present invention. It is not suggested or represented that any or all of these matters form part of the prior art base or were common general knowledge in the field relevant to the present invention. In this disclosure, whenever a composition or an element or a group of elements is preceded with the transitional phrase“comprising”, it is understood that we also contemplate the same composition, element or group of elements with transitional phrases“consisting of”,“consisting”,“selected from the group of consisting of,“including”, or“is” preceding the recitation of the composition, element or group of elements and vice versa.
The present invention is described hereinafter by various embodiments with reference to the accompanying drawing, wherein reference numerals used in the accompanying drawing correspond to the like elements throughout the description. This invention may, however, be embodied in many different forms and should not be construed as limited to the embodiment set forth herein. Rather, the embodiment is provided so that this disclosure will be thorough and complete and will fully convey the scope of the invention to those skilled in the art. In the following detailed description, numeric values and ranges are provided for various aspects of the implementations described. These values and ranges are to be treated as examples only, and are not intended to limit the scope of the claims. In addition, a number of materials are identified as suitable for various facets of the implementations. These materials are to be treated as exemplary, and are not intended to limit the scope of the invention.
Referring to the drawings, the invention will now be described in more detail.
The present invention provides a system for managing location surveying data. The system can be implemented to record and manage data for surveying underground utilities such as, but not limited to, pipelines, water supply network lines and telecommunication lines. The system is easily accessible through various electronic devices such as, but not limited to, personal computer and mobile phone. The system is developed into two versions which are, but not limited to, a standard website, which is accessible through personal computer and mobile phone, or a mobile app version. In a preferred embodiment, the standard website displays few different sections which are, but not limited to, Login page, Project List page, Project Creation page, Diagram List page, Diagram Upload page, Annotate Point on Diagram page, Approve Diagram page, Approved Diagram page, Check Code page, Map, Full Map and Photo Stamp. The website version is preferably accessible by a user for creating a surveying project. Whereas, the mobile app version displays few different sections which are, but not limited to, Login page, Project List page, Diagram List page, base Point List page, Base Point Creation page, Base Point Height Difference Snapshot, Planned Point List page, Unplanned Point Creation page, GPS Device Connection page, Map and Photo Stamp. Further, this mobile app version is preferably accessible by a user which conducts the surveying process for recording the surveyed data onto the system. In accordance with an embodiment of the present invention, the system comprises a center unit, a first level unit, a second level unit and a third level unit. The center unit is configured to, but not limited to, manage the system and store the recorded data which is accessible and viewable by a user. The center unit manages and stores the data in numbers of variables such as, but not limited to, coordinate in longitude, latitude and altitude of a location, type of utilities services, capacities of utilities, type of coordinate measurement, date and time coordinate captured, project reference index and check code. The variables are sorted and arranged in specific formats to comply with the requirements of the system. Said system is accessible by different levels of users according to the units assigned, such as but not limited to project manager, supervisor, administrator and site worker.
A user which has access to the center unit may, but not limited to, view and access all of the listed projects, particularly by viewing and accessing the created projects and diagrams as well as navigating a full map view having points marked on the map.
In a preferred embodiment, the formats of said variables are as follows: Longitude
Longitude is distance measured in degrees east or west from an imaginary line (called the prime meridian) that goes from the North Pole to the South Pole and passes through Greenwich, England. The minimum and maximum values of the longitude are
Minimum: -180° 0’ 0” W
Maximum: 180° 0’ 0” E
The longitude is measured by a GPS device which provides the value of longitude for a location in radian format with 1 mm as a resolution unit. Then, the data is converted to a degrees minutes seconds format. The format for the longitude value used for the system is:
±NN 0 NN’ NN. NNNN’’EM/
where:
NN° = longitude data in degrees;
NN’ = longitude data in minutes; and
NN.NNNN’ = longitude data in seconds.
Latitude
Latitude is angular distance that specifies north or south direction from the earth’s equator measure through 90 degrees. The minimum and maximum values of the latitude are
Minimum: -90° 0’ 0” S
Maximum: 90° 0’ 0” N
The latitude is measured by a GPS device which provides the value of latitude for a location in radian format with 1 mm as a resolution unit. Then, the data is converted to a degrees minutes seconds format. The format for the latitude value used for the system is:
±NN 0 NN’ NN. NNNN’ N/S
where:
NN° = latitude data in degrees;
NN’ = latitude data in minutes; and
NN.NNNN’ = latitude data in seconds. Altitude
Altitude is the vertical elevation of utilities above sea level. The format for the altitude is a float number having a maximum of 3 decimal places. The altitude is measured by a GPS device which provides the value of altitude for a location. The format for the latitude value used for the system is NNNN.NNN, where a numerical value is configured to represent the altitude value for a location. Service
This variable represents the type of utilities services of a project. The format for the type of utilities services is NN, where a numerical value is configured to represent the type of utilities services. The examples for the type of utilities services and its numerical values are tabulated in Table 1 as below:
Table 1 : Numerical value according to type of utilities services
Figure imgf000010_0001
Size
This variable represents the capacities of the utilities involved in a project. The format for the capacities of the utilities is NN, where a numerical value is configured to represent the capacities of the utilities. The examples for the capacities of the utilities and its numerical values are tabulated in Table 2 as below:
Table 2: Numerical value according to capacities of the utilities
Figure imgf000011_0001
Type
This variable represents the type of coordinate measurement of a project. The format for the type of coordinate measurement of a project is NN, where a numerical value is configured to represent the type of coordinate measurement of the project.
The examples for the type of coordinate measurement of a project and its numerical values are tabulated in Table 3 as below: Table 3: Numerical value according to type of coordinate measurement
Figure imgf000011_0002
DateTime
This variable represents the date and time in which the coordinate captured for a project.
The format for the date and time is YYYYMMDDHHMMSS,
where:
YYYY = years;
MM = months; DD = days;
HH = hours;
MM = minutes; and
SS = seconds.
ID
This variable represents the reference index of a project. The reference index comprises, but not limited to, 10 characters of upper and lower case letters and numbers.
Check Code
This variable comprises, but not limited to, 40 characters of hashed code generated from the other variables which are, but not limited to, coordinate in longitude, latitude and altitude of a location, type of utilities services, capacities of utilities, type of coordinate measurement, date and time coordinate captured and project reference index.
In accordance with an embodiment of the present invention, the system further comprises a first level unit configured to, but not limited to, create a project, assign a project, review, validate and approve the project. The first level unit is accessible by a user such as, but not limited to, a contractor to conduct surveying project and capable to create a location surveying project in the system upon assignment.
In accordance with an embodiment of the present invention, the first level unit allowed the user for, but not limited to, creating a location surveying project, editing the project, deleting the project, assigning sub-role for the project to the second level unit, uploading a diagram related to the project, editing and deleting the diagram, adding planned point on the diagram, approving or disapproving to initiate the data measurement, approving or disapproving to complete the data measurement, creating diagram amendment, navigating a map page having the project’s points marked, navigating to check code page which displays the check code for the recorded data, loading file to import points by batch, viewing photo stamp of planned, unplanned and base points, creating, editing and deleting link group, creating link with planned points and unplanned points for link group, exporting link group and viewing the distance for each link group and total distance for all link groups.
In accordance with an embodiment of the present invention, the system comprises a second level unit which is connected to the first level unit. The second level unit is configured to, but not limited to, receive, review, verify and assign the project. This unit can be accessed by a user which is assigned by the first level unit to monitor and supervise the surveying project. The user is, but not limited to, a project manager.
In accordance to an embodiment of the present invention, the second level unit allowed the user to, but not limited to, configure global offset information for the project, upload new diagram, edit and delete the diagram, add planned point on the uploaded diagram, add description text for unplanned point, view photo stamp of planned points, unplanned points and base points, verify or reject the point measurement, send approval request to finish data measurement, load file to import points by batch, create, edit and delete link group, create link with planned points and unplanned points for link group, export link group for plotting and view distance for each link group and total distance for all link group.
In accordance with an embodiment of the present invention, the system comprises a third level unit which is connected to the second level unit. The third level unit is configured to collecting data which includes capturing and storing the underground utility coordinates. The second level unit allowed a user to, but not limited to, view related project and diagram, measure planned, unplanned and base point, sync offline measurement data with server and send verification request for point measurement. The third level unit can be accessed by a user which has been assigned by the second level unit to conduct and execute the project. The user is, but not limited to, a site supervisor, a field engineer or a surveyor. In accordance with an embodiment of the present invention, the third level unit further comprises a check code generator configured to generate a check code for user identity verification and data validation. The check code is viewable and verifiable by the center unit, the first level unit and the second level unit. Further, this check code capable in assisting the system for verifying the identity of a user and giving authorization to view and access the system.
In accordance with an embodiment of the present invention, the check code comprises, but not limited to, a string of 40 characters which is generated according to a number of variables. The variables are, but not limited to, coordinate in longitude, latitude and altitude of a location, type of utilities services, capacities of utilities, type of coordinate measurement, date and time coordinate captured and project reference index.
In accordance with an embodiment of the present invention, a new check code will be generated by the check code generator if any changes on the variables are detected or changes on the number of variables does not match with the original data. This new generated check code ensures that the recorded data are valid in originality and secure from being easily altered by any unauthorized personnel as the user may track and trace any changes made on the variables by comparing the original check code and the new generated check code.
Fig. 1 is a flow diagram showing a method for managing location surveying data (100) in accordance to an embodiment of the present invention.
Further, the present invention provides a method for managing location surveying data (100). A new user may register or logging in to the system for accessing and using said system for their project. The method preferably starts with step (1 10) by creating a project for surveying a location. A first user having an access to the first level unit will create a project which includes surveying a specific location for underground utilities services upon request. Then, the first user enters information related to the project (120) onto the first level unit. The information includes, but not limited to, details and instructions, location and diagrams of the project. Further, the first level unit may add planned point on the entered or uploaded diagram.
The first user will then assign a second level unit to proceed with supervising the surveying project. The project information uploaded onto the first level unit is transmitted to the second level unit (130) upon assignment of the second level unit. A second user having an access to the second level unit will then configure the global offset information for the project. Then, the second user transmits the project information to the third level unit (140) upon assigning the project to the third level unit.
A third user having an access to the third level unit will then conduct and execute the project by surveying the location (150) according to the assigned project upon receiving approval from the second level unit. The third user measures the GPS value for base, planned and unplanned point. The surveyed data will be collected and recorded (160) into the third level unit.
The recorded data will then be synced (170) to the center unit which are accessible by the first and second level unit. Subsequently, the third level unit which comprises the check code generator will generate the check code (180) in accordance to the recorded data. The third level unit will then send a verification request to the second level unit for verification and validation of the recorded data (190).
In a preferred embodiment, the second level unit may reject the verification request from the third level unit if the recorded data did not meet certain requirements of said project. In an exemplary embodiment, the third level unit may generate a map which annotating the measured point based on the recorded data. This map is accessible by the second user in which said user may check and determine whether there are any misalignments on the point measurements or incorrect data measurements for rejecting the verification request. Upon rejection, the third user will re-conduct the surveying process by repeating the steps (150), (160) and (170) until the verification request is accepted by the second level unit. Upon verifying and validating the recorded data (190), the second level unit will send an approval request to the first level unit for approving to complete and finish the project (200).
Further, the first level unit or the second level unit may create a link group of the planned and unplanned points to view the distance for each link group and the total for all link groups.
In a preferred embodiment, the first level unit may reject the approval request from the second level unit if the recorded data did not meet certain requirement of said project or if any amendments require to be done on the project.
In an exemplary embodiment, the first user may unexpectedly enter wrong or incorrect information of a project at the first level unit. Accordingly, the second and third user at the second level unit and third level unit may conduct the surveying process based on said incorrect information. Upon completing the surveying process, the first user may notice that the surveying process is being done incorrectly based on said information. Hence, the first user may reject the approval request and subsequently, re-enter the correct information of the project. The first user will then re-assigned the second and third user to repeat the surveying process.
In a preferred embodiment, the first level unit may create an amendment diagram upon project completion configured to show the amendments done on the project for other user references.
Fig. 2 is a flow diagram showing a method for generating a check code based on the recorded data (180) in accordance to an embodiment of the present invention. Meanwhile, Fig. 3 is a flow diagram showing a method for generating a second code based on the project reference index (186) and Fig. 4 is a flow diagram showing a method for generating a check code based on the first code and the second code (188) in accordance to an embodiment of the present invention. Upon recording the surveyed data into third level unit, the check code generator of said third level unit will then generate the check code based on the recorded data (180). The method for generating the check code (180) preferably starts with the step of converting the recorded data into specific numerical values (182). The recorded data are converted into, but not limited to, non-negative integer values using pre-defined formulations for each recorded data. In a preferred embodiment, the formulations for converting the recorded data are defined as follows:
Latitude
Common GPS device provide values of latitude for a location in radian format with 1 mm as a resolution unit. The data is converted to a degrees minutes seconds format and then, said converted data is calculated by the following formulation to generate the non-negative integer value.
[(deg+180)((10A8) + min)((10A6)+sec)(10A4)]
where:
deg = degrees value of latitude;
min = minutes value of latitude; and
sec = seconds value of latitude. Longitude
Common GPS device provide values of longitude for a location in radian format with 1 mm as a resolution unit. The data is converted to a degrees minutes seconds format and then, said converted data is calculated by the following formulation to generate the non-negative integer value.
[(deg+180)((10A8) + min)((10A6)+sec)(10A4)]
where:
deg = degrees value of longitude;
min = minutes value of longitude; and sec = seconds value of longitude.
Altitude
As the common GPS device provide values of altitude with 1 mm as a resolution unit, the altitude data is first converted into 3 decimal values in unit of meter for example:
1 mm = 0.001 m
Then, the converted altitude data is multiplied with (10L3) to generate non-negative integer value which represent the altitude data.
Time and Date (Timestamp)
The time and date of said data measurement is first converted into milliseconds. Next, the converted data is truncated to generate the non- negative integer value by dividing said converted data with 1000.
Whereas, the data for the type of utilities services, capacity of utilities services and type of coordinate measurement are represented by numerical value. The numerical values are, but not limited to, non-negative integer value.
In an exemplary embodiment, the recorded data for the measurement of invert level for low voltage power cables are represented as numerical value according to Tables 1 -3 as follows:
The type of utilities services which is power cable = (01);
The capacity of utilities services which is low voltage = (01 ); and
The type of coordinate measurement which is invert level = (01).
Hence, each of the data is represented as (01 ) for the type of utilities services, (01 ) for the capacity of utilities services, and (01 ) for type of coordinate measurement respectively.
Upon completing the step (182), a first code will be generated (184) based on the non-negative integer value to represent the recorded data. The non-negative integer values which represented each of the recorded data are being summed up to generate the first code.
In a preferred embodiment, the formulation to generate the first code is defined by:
[(a) + (b*2) + (c*3) + (d*4) + (e*5) + (f*6) + (g*7)]
where:
a = longitude integer value;
b = latitude integer value;
c = altitude integer value;
d = type of utilities services integer value;
e = size of utilities services integer value;
f = type of coordinate measurement integer value; and g = time and data integer value.
Subsequently, a second code is generated based on other variable which is the project reference index (186). As shown in Figure 3, the steps for generating the second code from the reference index (186) preferably starts with converting each of said reference index characters into a specific code unit value (186a). The specific code unit value is, but not limited to, a 16-bit Unicode Transformation Format (UTF-16) code unit value.
The code unit value is further multiplied with a string of value (186b) which is, but not limited to, an index value plus 1. Next, the multiplied code unit values for each of the characters are added up to generate the second code (186c).
In a preferred embodiment, the formulation to generate the second code based on the project reference index is as follows:
ID. charCodeA t(i) * (i+1)
where:
ID.charCodeAt(i) = converted reference index characters at given index; and / = index value.
Upon generating the first code and the second code, a check code is then generated based on said first code and second code (188). The steps for generating the check code preferably starts with defining a pre-defined code based on the first code and the second code (188a).
In a preferred embodiment, the second code is multiplied with (10L12) to conform with the maximum number of digit of said first code which is 12. Then, the second code is added up with the first code to generate a pre-defined code. The pre-defined code is defined by formulation as follows:
[(Y*( 10L2)) + (X)]
where:
X = first code; and
Y = second code.
Further, the pre-defined code is converted (188b) into sixty binary conversion values by using the decimal of said pre-defined code. Next, the converted pre-defined code is hashed (188c) to generate the check code via, but not limited to, Secure Hash Algorithm 1 (SHA-1 ).
The above-mentioned system and method for managing location surveying data is well-equipped with security feature which protect the recorded data by tracking and tracing any changes of the recorded data. Further, the data are recorded in specific variables or formats for easy reference. Also, the system enables the user to validate the originality and accuracy of the recorded data by having the check code. Furthermore, the system and method for managing location surveying data as disclosed is user-friendly in which a specific role can be assign to a sub-user for carrying out the surveying process.
Various modifications to these embodiments are apparent to those skilled in the art from the description and the accompanying drawings. The principles associated with the various embodiments described herein may be applied to other embodiments. Therefore, the description is not intended to be limited to the embodiments shown along with the accompanying drawings but is to be providing broadest scope of consistent with the principles and the novel and inventive features disclosed or suggested herein. Accordingly, the invention is anticipated to hold on to all other such alternatives, modifications, and variations that fall within the scope of the present invention and appended claim.

Claims

1. A system for managing location surveying data, said system comprising: a center unit for managing the system and data;
a first level unit for creating and assigning a project, reviewing, validating and approving the project;
a second level unit connected to the first level unit for receiving, reviewing, verifying and assigning the project;
a third level unit connected to the second level unit for collecting data including capturing and storing underground utility coordinates;
characterized in that
the third level unit comprising a check code generator for user identity verification and data validation, wherein a check code is generated according to a number of variables;
wherein the check code is viewable and verifiable by the center unit, the first level unit and the second level unit.
2. The system according to claim 1 , wherein the number of variables comprising coordinate in longitude, latitude and altitude of a location, type of utilities services, capacities of utilities, type of coordinate measurement, date and time coordinate captured and project reference index.
3. The system according to claim 1 , wherein the check code generator generates a new check code if the number of variables does not match with the original.
4. The system according to claim 1 , wherein the check code comprises a string of 40 characters.
5. A method for managing location surveying data (100), the method comprising:
creating a project for surveying a location (1 10) and entering information related to the project (120) onto the first level unit; transmitting the project information to the second level unit (130) upon assigning the project from the first level unit to the second level unit;
transmitting the project information to the third level unit (140) upon assigning the project from the second level unit to the third level unit;
surveying a location (150) according to the assigned project;
collecting and recording the surveyed data (160) into the third level unit; syncing the recorded data (170) to the center unit;
verifying and validating the recorded data (190); and
approving the project (200) upon completion and validation;
characterized by
generating a check code (180) by the check code generator based on the recorded data for user identity verification and data validation.
6. The method as claimed in claim 6, wherein the method for generating a check code based on the recorded data (180) comprises the steps of:
converting the recorded data into numerical values (182);
generating a first code based on the numerical values (184);
generating a second code from the project reference index (186) of said recorded data; and
generating a check code based on the first code and the second code
(188).
7. The method according to claim 6, wherein the recorded data are converted into non-negative integer values.
8. The method according to claim 6, wherein the second code is generated (186) by:
converting each character of the reference index to specific code unit value (186a);
multiplying the code unit value with a string of value (186b); and adding up the multiplied values of the characters to generate the second code (186c).
9. The method according to claim 6, wherein the check code is generated based on the first code and the second code (188) by:
defining a pre-defined code based on the first code and the second code (188a); wherein the pre-defined code is defined by [(U*10L2) + (X)] where X is the first code and Y is the second code;
converting the pre-defined code (188b) into sixty binary conversion values; and
hashing the converted pre-defined code to generate the check code (188c) .
10. The method as claimed in claim 9, wherein the converted pre-defined code is hashed through Secure Hash Algorithm (SHA 1 ) configured to generate the check code. 1 1. The method according to claim 5, wherein the step of approving the project includes sending an approval request for completing the project from the second level unit to the first level unit in which the first level unit may approve or disapprove said request. 12. The method according to claim 5, wherein the surveyed data values comprises the Global Positioning System (GPS) value for base point, planned point and unplanned point.
13. The method according to claim 5, wherein the method further comprises the steps of creating an amendment diagram upon project completion configured to show the amendments done on the project for user references.
PCT/MY2019/050009 2018-02-05 2019-01-30 A system and method for managing location surveying data WO2019151849A1 (en)

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