CN110298075B - Urban municipal drainage pipeline one-map modeling processing method based on ArcGIS + InfoWorks ICM - Google Patents
Urban municipal drainage pipeline one-map modeling processing method based on ArcGIS + InfoWorks ICM Download PDFInfo
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Abstract
A map modeling processing method for urban municipal drainage pipelines based on ArcGIS + InfoWorks ICM belongs to the crossing field of municipal engineering information technology and geographic information system technology. In order to realize the effective conversion of municipal drainage pipeline one-map information to drainage pipeline model data, the invention starts from the requirement of drainage pipeline model construction, performs automatic conversion of pipeline model graphic data and construction of pipeline topology relation through InfoWorks ICM, and performs automatic conversion of pipeline attribute data and node attribute data through ArcGIS, thereby realizing the automatic and batch input of model data, improving the working efficiency of data conversion, ensuring the quality of drainage pipeline model data and effectively improving the quality of drainage pipeline model construction. The method has operability, does not need to write complex programs, can finish each step only by using the existing software tool, is simple and easy to operate and easy to realize, and ensures the implementability of the method.
Description
Technical Field
The invention relates to a one-picture modeling processing method for urban municipal drainage pipelines based on ArcGIS + InfoWorks ICM, belonging to the crossing field of municipal engineering information technology and geographic information system technology.
Background
The drainage pipe network system is an important urban infrastructure, is used for collecting and conveying urban sewage and runoff generated by urban rainfall and snow melting, has the double functions of protecting the environment and reducing urban disasters, is called as a life line and a blood vessel of a city, and has a non-negligible role in urban planning and construction. It is clear in the new edition of the design Specification for outdoor drainage (GB 50014-2006) (2016 edition) that when the catchment area exceeds 2km 2 When it is used, a mathematical model method is preferably used. It can be seen that the application of the drainage and waterlogging prevention model has been brought up to date.
The 'one picture' of the municipal drainage pipeline is a municipal drainage pipeline information system reflecting the latest current situation of a city and the sustainable dynamic update of planning results, and is an important component part of 'one picture' of the planning territory. The 'one picture' of the municipal drainage pipeline consists of two parts of current drainage pipeline data and planning drainage pipeline data, for example, the 'one picture' of the municipal drainage pipeline in Shenzhen city is based on the surveying data of the current drainage pipeline in Shenzhen city, and the planning pipeline data is integrated on the basis of the newly compiled and approved special planning, the municipal engineering technical files in the legal drawing and the like. The municipal drainage pipeline 'one map' stores drainage pipeline information in a Shapfile format of an ArcGIS database, and the information comprises information of QSDM (initial ground elevation), MDDM (terminal ground elevation), QSBG (initial pipe bottom elevation), MDBG (terminal pipe bottom elevation), PD (gradient), LEN (pipe length), WIDTH (pipe diameter (WIDTH)), HEITH (height), LX (flow direction) and the like of the pipeline, but the municipal drainage pipeline 'one map' does not independently build a node information database, does not contain pipe network topological structure information, cannot be directly applied to the construction of a drainage pipe network model, and still needs to effectively convert drainage pipe network model data.
The ArcGIS is a comprehensive system, and a user can collect, organize, manage, analyze, communicate and publish geographic information by using the ArcGIS, along with the development of computer technology, the unique advantages of the ArcGIS in the aspect of establishing a geospatial database are increasingly prominent, and the ArcGIS is more and more applied to the modeling of a drainage pipe network model and a drainage waterlogging prevention model. The ArcGIS can be applied to data management and spatial analysis, and can also be intuitively and dynamically subjected to modeling or visual management. The ArcGIS data is stored in the form of points, lines and planes, has uniform data form and convenient management, can express the space distribution condition and the geometric condition of the graph and record the attribute data of the graph. When the drainage pipe network model is built, the ArcGIS model database can be conveniently input into the model software system, and with the development of the drainage pipe network model technology, how to effectively build the ArcGIS drainage pipe network model database is very important. The InfoWorks ICM (urban comprehensive drainage basin model system) is one of mainstream drainage pipe network models and sponge urban model software which are widely applied at home and abroad at present, and has flexible data interfaces in the aspect of model data processing, including ArcGIS, CAD, Excel and the like. When the ArcGIS line layer data is imported, the InfoWorks ICM can automatically generate point layer data at two ends of the line layer data without field matching, and automatically numbers the point layer data, initially constructs a pipe network topological relation, provides certain convenience for conversion of model data, but still needs further processing on a pipe network topological structure and pipe network attribute data.
In order to realize the effective conversion from the one-picture information of the municipal drainage pipeline to the drainage pipeline model data, the invention starts from the requirement of the drainage pipeline model construction, based on the storage characteristic of the one-picture information of the municipal drainage pipeline, carries out the automatic conversion of the pipeline model graphic data and the construction of the topological relation of the pipeline network through the InfoWorks ICM, and carries out the processing of the pipeline attribute data and the automatic conversion of the node attribute data through the ArcGIS, thereby realizing the automatic and batch input of the model data, improving the working efficiency of the data conversion, ensuring the quality of the drainage pipeline model data and further effectively improving the quality of the drainage pipeline model construction.
Disclosure of Invention
The invention provides a one-map modeling processing method of municipal drainage pipelines based on ArcGIS + InfoWorks ICM based on the storage characteristics of one-map information of municipal drainage pipelines based on the requirement of drainage pipe network model construction.
The technical scheme of the invention is as follows:
a 'one-picture' modeling processing method of urban municipal drainage pipelines based on ArcGIS + InfoWorks ICM sequentially comprises the following steps:
(1) preprocessing of drain line one-picture information
In ArcGIS, a drainage pipeline 'one-sheet graph' is loaded, a pipeline number field is created in an attribute table of the drainage pipeline, and pipelines are numbered, and the pipeline numbers cannot be repeated.
(2) Automatic conversion of pipe network graphic data
Opening a data import center in a model network of the InfoWorks ICM, selecting one image of the drainage pipeline processed in the step (1), selecting a pipeline number field at a position corresponding to an asset number field of a field matching option, automatically converting pipeline graphic data into the model network through a data import center tool, automatically generating node data at two ends of the pipeline, and automatically numbering the node numbers and the upstream and downstream node numbers of the pipeline.
(3) Combing of pipe network topological relation
And (2) automatically numbering the node numbers and the upstream and downstream node numbers of the pipelines, and preliminarily constructing a topological relation of the pipe network, wherein the upstream and downstream node numbers of part of the pipelines are opposite to the actual flow direction of the pipe network and need to be adjusted. In the model network of the InfoWorks ICM, according to the pipe network flow direction information of a 'one-sheet-graph' of the drainage pipeline, the flow direction of a reversed pipe section is adjusted through a 'reversed all selected connection' tool.
(4) Output of pipe network Shp format data
In the model network of the InfoWorks ICM, pipeline data and node data are exported to Shape File files which can be read by ArcGIS through a data export center tool and are named as pipeline data and node data. Wherein the node _ id (node number) field is reserved for node data export, and the us _ node _ id (upstream node number), ds _ node _ id (downstream node number), and asset _ id (asset number) fields are reserved for pipeline data export.
(5) Processing pipeline attribute data
Loading the 'pipeline data' derived in the step (4) in ArcGIS, connecting the asset _ id field of the 'pipeline data' attribute table and the pipeline number field of the 'one-piece graph' of the drainage pipeline by a 'Join' (connection) tool, then deriving and naming the 'pipeline data' as 'pipeline data 1' by a data derivation tool, and automatically storing the upstream and downstream node number information of the 'pipeline data' and the attribute information of the 'one-piece graph' of the drainage pipeline in the attribute table of the 'pipeline data 1'.
According to the storage characteristics of the data of one figure of the drainage pipeline, the pipe section with the height field value of 0 is a round pipe, and the other pipe sections are channels. In the "pipeline data 1" attribute table, a pipeline shape Field and a pipe diameter Field are created, and for a pipeline having a height Field value of 0, "pipeline shape ═ pipe", "pipe diameter ═ WIDTH" are set by a "Field Calculator" tool of ArcGIS, and for a pipeline having a height Field value of not 0, "pipeline shape ═ canal" is set by a "Field Calculator" tool of ArcGIS.
(6) Automatic conversion of node attribute data
1. And (4) loading the 'node data' derived in the step (4) in ArcGIS, and respectively creating a node type, a ground elevation and a bottom hole elevation field in the 'node data' attribute table.
2. In the ArcGIS, a node _ id Field of an attribute table of "node data" and a us _ node _ id Field of an attribute table of "pipeline data 1" are connected by a "Join" (connection) tool, wherein "Join Options" selects "Keep only matching records", and after connection, "Field Calculator" tools of the ArcGIS set up "node data, ground elevation ═ pipeline data 1. QSDM", "node data, bottom elevation ═ pipeline data 1. QSBG", and "node type ═ inspection well", respectively, and complete automatic conversion of the inspection well attribute data.
3. In ArcGIS, a node _ id Field of a node data attribute table and a ds _ node _ id Field of a pipeline data 1 attribute table are connected through a "Join" (connection) tool, wherein the "Join Options" selects "Keep only matching records", a node with a node type value being empty is selected after connection, and the "Field Calculator" tool of ArcGIS is used for respectively setting "node data, namely, ground elevation, pipeline data 1. MDDM" and "node data, namely, bottom elevation, pipeline data 1. MDBG" and "node type, namely, water outlet", so as to finish automatic conversion of water outlet attribute data.
The 'one-picture' modeling processing method for the municipal drainage pipeline based on ArcGIS + InfoWorks ICM has the beneficial effects that:
1. by adopting the method, the effective conversion of the data of the drainage pipe network model can be realized by utilizing the information of one picture of the existing municipal drainage pipeline, and great convenience is provided for the construction of the drainage pipe network model.
2. The invention does not need to draw nodes one by one, and the generation of node graphic data, the conversion of attribute data and the processing of pipeline attribute data are mainly automatically realized through ArcGIS and InfoWorks ICM, thereby not only improving the working efficiency, but also ensuring the quality of the attribute data of the drainage pipe network model, and further providing guarantee for the quality of the drainage pipe network model.
3. The method has operability, does not need to write complex programs, can finish each step only by using the existing software tool, has simple operation and easy realization, and ensures the implementability of the method.
Description of the drawings:
FIG. 1 is a schematic flow chart of the operation of the present invention.
The specific implementation mode is as follows:
the specific implementation flow of the invention is shown in fig. 1, and comprises the following steps:
(1) preprocessing of drain line one-picture information
Loading the data of the ' one map ' of the drainage pipeline in ArcGIS, creating a pipeline number Field in an attribute table of the ' one map ' of the drainage pipeline, numbering the pipeline, wherein the pipeline number cannot be repeated, for example, setting ' LINK ' & FID ' through a ' Field Calculator ' tool of ArcGIS.
(2) Automatic conversion of pipe network graphic data
Opening a data import center in a model network of the InfoWorks ICM through a network-import-data import center, selecting one image of the drainage pipeline processed in the step (1), selecting a pipeline number field at a position corresponding to an asset number field of a field matching option, automatically converting pipeline graphic data into the model network through a data import center tool, automatically generating node data at two ends of the pipeline, and automatically numbering a node number and node numbers of upstream and downstream of the pipeline.
(3) Combing of pipe network topological relation
And (2) automatically numbering the node numbers and the upstream and downstream node numbers of the pipelines, and preliminarily constructing a topological relation of the pipe network, wherein the upstream and downstream node numbers of part of the pipelines are opposite to the actual flow direction of the pipe network and need to be adjusted. In the model network of the InfoWorks ICM, according to the pipe network flow direction information of a 'one-sheet-graph' of the drainage pipeline, the flow direction of a reversed pipe section is adjusted through a 'reversed all selected connection' tool.
(4) Output of pipe network Shp format data
In the model network of the InfoWorks ICM, a data export center is opened through a network-output-data export center, and pipeline data and node data are exported into Shape File files which can be read by ArcGIS and named as pipeline data and node data respectively. Wherein node _ id (node number) is selected at field matching option at node data export, and us _ node _ id (upstream node number), ds _ node _ id (downstream node number), asset _ id (asset number) is selected at field matching option at pipeline data export.
(5) Processing pipeline attribute data
Loading the 'pipeline data' derived in the step (4) in ArcGIS, connecting the asset _ id field of the 'pipeline data' attribute table and the pipeline number field of the 'one-piece graph' of the drainage pipeline by a 'Join' (connection) tool, then deriving and naming the 'pipeline data' as 'pipeline data 1' by a data derivation tool, and automatically storing the upstream and downstream node number information of the 'pipeline data' and the attribute information of the 'one-piece graph' of the drainage pipeline in the attribute table of the 'pipeline data 1'.
According to the storage characteristics of the data of one figure of the drainage pipeline, the pipe section with the height field value of 0 is a round pipe, and the other pipe sections are channels. In the attribute table of "pipeline data 1", pipeline shape and pipe diameter fields are created, respectively, and for a pipeline having a height Field value of 0, "pipeline shape is round pipe" and "pipe diameter is wide" are set by the "Field Calculator" tool of ArcGIS, respectively, and for other pipelines, "pipeline shape is canal" is set by the "Field Calculator" tool of ArcGIS.
(6) Automatic conversion of node attribute data
1. Loading the 'node data' derived in the step (4) in ArcGIS, and respectively creating a node type, a ground elevation and a bottom hole elevation field in an attribute table of the 'node data'.
2. In the ArcGIS, a node _ id Field of an attribute table of "node data" and a us _ node _ id Field of an attribute table of "pipeline data 1" are connected by a "Join" (connection) tool, wherein "Join Options" selects "Keep only matching records", and after connection, "Field Calculator" tools of the ArcGIS set up "node data, ground elevation ═ pipeline data 1. QSDM", "node data, bottom elevation ═ pipeline data 1. QSBG", and "node type ═ inspection well", respectively, and complete automatic conversion of the inspection well attribute data.
3. In ArcGIS, a node _ id Field of a node data attribute table and a ds _ node _ id Field of a pipeline data 1 attribute table are connected through a "Join" (connection) tool, wherein "Join Options" selects "Keep only matching records", after connection, a node with a node type value being empty is selected, and node data, namely, ground elevation, pipeline data 1.MDDM and node data, namely, bottom elevation, pipeline data 1.MDBG and node type, outlet are respectively set through a "Field Calculator" tool of ArcGIS, so that automatic conversion of outlet attribute data is completed.
Claims (1)
1. A map modeling processing method for urban municipal drainage pipelines based on ArcGIS + InfoWorks ICM is characterized by comprising the following steps:
(1) preprocessing of drain line one-picture information
Loading a 'one map' of a drainage pipeline in ArcGIS, creating a pipeline number field in an attribute table of the 'one map', numbering the pipeline, wherein the pipeline number cannot be repeated;
(2) automatic conversion of pipe network graphic data
Opening a data import center in a model network of the InfoWorks ICM, selecting a piece of diagram of the drainage pipeline processed in the step (1), selecting a pipeline number field at a position corresponding to an asset number field of a field matching option, automatically converting pipeline graphic data into the model network through a data import center tool, automatically generating node data at two ends of the pipeline, and automatically numbering the node number and the upstream and downstream node numbers of the pipeline;
(3) combing of pipe network topological relation
Automatically numbering node numbers and upstream and downstream node numbers of pipelines, initially constructing a topological relation of a pipe network, and adjusting when the upstream and downstream node numbers of the pipelines are opposite to the actual flow direction of the pipe network; in the model network of the InfoWorks ICM, adjusting the flow direction of a reversed pipe section through a reversed all-selected connection tool according to pipe network flow direction information of a one-picture drainage pipeline;
(4) output of pipe network Shp format data
In a model network of the InfoWorks ICM, pipeline data and node data are respectively exported into Shape File files which can be read by ArcGIS and named as 'pipeline data' and 'node data' through a data export center tool; when node data is exported, a node _ id node number field is reserved, and when pipeline data is exported, a us _ node _ id upstream node number, a ds _ node _ id downstream node number and an asset _ id asset number field are reserved;
(5) processing pipeline attribute data
Loading the 'pipeline data' derived in the step (4) in ArcGIS, connecting an asset _ id field of the 'pipeline data' attribute table with a pipeline number field of a one-piece diagram of a drainage pipeline through a 'Join' connection tool, and then deriving and naming the 'pipeline data' as 'pipeline data 1' through a data derivation tool, and automatically storing upstream and downstream node number information of the 'pipeline data' and attribute information of the 'one-piece diagram' of the drainage pipeline in the attribute table of the 'pipeline data 1';
according to the storage characteristics of the data of one figure of the drainage pipeline, the pipe section with the height field value of 0 is a round pipe, and the other pipe sections are channels; respectively creating a pipeline shape Field and a pipeline diameter Field in the attribute table of "pipeline data 1", setting "pipeline shape is round pipe" and "pipeline diameter is wide" for a pipeline with a height Field value of 0 by the "Field sealer" Calculator tool of ArcGIS, and setting "pipeline shape is canal" for a pipeline with a height Field value of not 0 by the "Field sealer" Calculator tool of ArcGIS;
(6) automatic conversion of node attribute data
1) Loading the 'node data' derived in the step (4) in ArcGIS, and respectively creating a node type, a ground elevation and a bottom elevation field in a 'node data' attribute table;
2) connecting a node _ id Field of a node data attribute table and a us _ node _ id Field of a pipeline data 1 attribute table in ArcGIS through a "Join" connecting tool, wherein "Join Options" select "Keep only matching records", and after connection, respectively setting "node data, namely, ground elevation 1. pipeline data, QSDM", node data, shaft bottom elevation 1.QSBG ", and node type inspection well through a" Field Calculator tool of ArcGIS, and completing automatic conversion of inspection well attribute data;
3) and connecting a node _ id Field of a node data attribute table and a ds _ node _ id Field of a pipeline data 1 attribute table in ArcGIS through a "Join" connecting tool, wherein the "Join Options" selects "Keep only matching records", selects a node with a node type value being empty after connection, and sets "node data, namely, pipeline data 1, MDDM" and node data, namely, bottom-hole height, pipeline data 1, MDBG "and node type, namely, water outlet" through a "Field Calculator tool of ArcGIS, so as to complete automatic conversion of water outlet attribute data.
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Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103927417A (en) * | 2014-04-11 | 2014-07-16 | 北京工业大学 | Hydraulic model building demands based digital processing method for drainage pipeline network |
CN104978451A (en) * | 2015-08-12 | 2015-10-14 | 河海大学 | Complex plain river network area hydrological model processing method based on ArcGIS |
CN105138707A (en) * | 2015-10-06 | 2015-12-09 | 北京工业大学 | Input file Inp file generation method of SWMM hydraulic model based on GIS model database |
CN106650053A (en) * | 2016-12-06 | 2017-05-10 | 北京工业大学 | USRAMS-based optimization design method of rainwater pipe network |
CN107525907A (en) * | 2017-10-16 | 2017-12-29 | 中国环境科学研究院 | Underground water pollution monitoring net Multipurpose Optimal Method |
CN109492258A (en) * | 2018-10-15 | 2019-03-19 | 上海凯泉泵业(集团)有限公司 | A kind of EPANET hydraulic model Inp document generating method based on GIS model database |
-
2019
- 2019-05-23 CN CN201910436155.2A patent/CN110298075B/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103927417A (en) * | 2014-04-11 | 2014-07-16 | 北京工业大学 | Hydraulic model building demands based digital processing method for drainage pipeline network |
CN104978451A (en) * | 2015-08-12 | 2015-10-14 | 河海大学 | Complex plain river network area hydrological model processing method based on ArcGIS |
CN105138707A (en) * | 2015-10-06 | 2015-12-09 | 北京工业大学 | Input file Inp file generation method of SWMM hydraulic model based on GIS model database |
CN106650053A (en) * | 2016-12-06 | 2017-05-10 | 北京工业大学 | USRAMS-based optimization design method of rainwater pipe network |
CN107525907A (en) * | 2017-10-16 | 2017-12-29 | 中国环境科学研究院 | Underground water pollution monitoring net Multipurpose Optimal Method |
CN109492258A (en) * | 2018-10-15 | 2019-03-19 | 上海凯泉泵业(集团)有限公司 | A kind of EPANET hydraulic model Inp document generating method based on GIS model database |
Non-Patent Citations (1)
Title |
---|
基于ArcGIS与Info...ks的城市排水***模拟研究;刘志生等;《中国给水排水》;20131130;第144页-第147页 * |
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