2017
DOI: 10.1016/j.envsoft.2017.01.022
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A GIS-based urban and peri-urban landscape representation toolbox for hydrological distributed modeling

Abstract: Flowpaths are significantly affected by land use change and engineered elements across urban catchments. Conventional GIS-based tools for extracting drainage networks were not developed for urban terrains. This work presents Geo-PUMMA, a GIS toolbox to generate vectorial meshes for terrain representation in distributed hydrological modeling, and to extract drainage patterns in urban and peri-urban catchments. Geo-PUMMA generates wellshaped Hydrological Response Units (HRUs) and Urban Hydrological Elements (UHE… Show more

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Cited by 36 publications
(18 citation statements)
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“…Final surface runoff = F (Intensity, infiltration rate, wd) × Ro (po) (24) Final surface runoff = F (Intensity, infiltration rate, wd) × Ro (po) (25)…”
Section: Discussionmentioning
confidence: 99%
“…Final surface runoff = F (Intensity, infiltration rate, wd) × Ro (po) (24) Final surface runoff = F (Intensity, infiltration rate, wd) × Ro (po) (25)…”
Section: Discussionmentioning
confidence: 99%
“…Currently, the commonly used algorithms for data simplification of vector line elements include the Douglas-Peucker algorithm [3], circle simplification [4], polygon fitting algorithm [5], McMaster-Jenks algorithm [6], [7], Delaunay triangulation algorithm [8], [9], GSC compression algorithm and de-GSC decomposition algorithm [10]- [12]. Wang [13] focused on the SPIHT compression algorithm and real-time visualization of large-scale scenes.…”
Section: Introductionmentioning
confidence: 99%
“…Land-use change monitoring is of great importance in managing the use and development of land resources [11]. The analysis of long-and short-term changes and their dynamics facilitates the development of appropriate tools for local and regional policies to support specific development directions and limit the identified rural development issues [12,13].…”
Section: Introductionmentioning
confidence: 99%