Distributed hydrological model digitalization method for complex underlying surface city area
A distributed hydrology and urban area technology, applied in electrical digital data processing, special data processing applications, instruments, etc., can solve problems such as lack of experience in digital refined input of drainage systems, improve model input accuracy, optimize simulation effects, enhance The effect of suitability
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[0027] Example one:
[0028] This embodiment is a case of applying the model digitization method in the core area of an economic development zone in Beijing, such as figure 1 As shown, the technical process includes: the collection and sorting of basic data 1, the rationality analysis and review of the basic data is realized with the help of field survey 2, and the complex underlying surface of the urban area is divided into drainage areas after preliminary processing 3. The drainage area is divided according to the distribution of land types, which is the process of rough delineation of the subcatchment area. 4. The land types of the subcatchment area are relatively concentrated but still cannot meet the simulation accuracy. The method to improve the model simulation accuracy The sub-catchment area can be further divided into subcatchment unit refinement process 5, the 3 to 5 processes belong to this method of catchment area refinement treatment process; the subcatchment area f...
Example Embodiment
[0034] Embodiment two:
[0035] Such as figure 2 As shown, this embodiment is an improvement of the first embodiment, and is a refinement of the drainage system in the first embodiment. This embodiment also takes the typical urban area in the first embodiment as an example. The drainage pipes (nets), rainwater wells, and rainwater collection points connect the subcatchment areas together. The drainage pipes in the core area involve 47 different specifications of 4 types of materials, including steel pipes, concrete pipes, reinforced concrete pipes, and ordinary cast iron pipes. The pipe materials will affect the setting of parameters such as the Manning coefficient of the model pipeline. Affect the generalized pipeline shape parameters of the model. In addition, the rivers, ditches, and hardened roads in the core area are unified and generalized into drainage pipelines, and the corresponding attributes are stored in a digital format in the GIS.
[0036] On the basis of the origi...
Example Embodiment
[0037] Embodiment three:
[0038] This embodiment is an improvement of the second embodiment, and is a further refinement of the drainage system in the second embodiment. The refined processing of the drainage system described in this embodiment also involves topology inspection and error processing.
[0039] Such as image 3 As shown, the distributed hydrological model requires high input data. Take the inspection and correction of the topological relationship of the drainage pipe (network) as an example. The set topology tolerance is 0.001m. First use the topology inspection tool in ArcGIS to perform Preliminary selection of pipe network data, automatic identification and correction of overlapping or unconnected pipe sections, correction of connection errors, overlapping points, lines, and surfaces, and selection of reasonable available pipe networks; re-use of the pre-run self-check function of the hydrological model , Locate the location of the problem in the model topology i...
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