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Use of Impervious Surface Data Obtained from Remote Sensing in Distributed Hydrological Modeling of Urban Areas
This chapter contains sections titled:
Introduction
Spatially distributed hydrological modeling
Impervious surface mapping
The WetSpa model
Impact of different approaches for estimating impervious surface cover on runoff calculation and prediction of peak discharges
Conclusions
Acknowledgments
References
Use of Impervious Surface Data Obtained from Remote Sensing in Distributed Hydrological Modeling of Urban Areas
This chapter contains sections titled:
Introduction
Spatially distributed hydrological modeling
Impervious surface mapping
The WetSpa model
Impact of different approaches for estimating impervious surface cover on runoff calculation and prediction of peak discharges
Conclusions
Acknowledgments
References
Use of Impervious Surface Data Obtained from Remote Sensing in Distributed Hydrological Modeling of Urban Areas
Yang, Xiaojun (Herausgeber:in) / Canters, Frank (Autor:in) / Batelaan, Okke (Autor:in) / de Voorde, Tim Van (Autor:in) / Chormański, Jarosław (Autor:in) / Verbeiren, Boud (Autor:in)
Urban Remote Sensing ; 255-273
15.04.2011
19 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
impervious surface mapping , impact of land‐cover distribution ‐ on peak discharge estimation , WetSpa, by Wang, Batelaan and De Smedt (1996) ‐ focus on flood prediction , WetSpa, water balance computation ‐ in four control volumes , impervious surface data use ‐ from remote sensing in distributed hydrological modeling of urban areas , use of detailed information on spatial distribution ‐ of impervious surfaces , spatially distributed hydrological modeling ‐ in the last four decades, with computational power , field inventorying and visual interpretation ‐ orthorectified aerial photographs, reliable methods for mapping impervious surfaces , factors, influencing runoff in urbanized areas ‐ extent and spatial distribution of impervious surfaces within catchments , WetSpa, and flow routing ‐ in a grid cell, flow path and catchment level
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