A Method for Spatially Distributed Time-variable Routing of Simulated Watershed Flood
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A Method for Spatially Distributed Time-variable Routing of Simulated Watershed Flood
Bulletin of Soiland Water ConservationVol. 25, Issue 5, Pages: 65-70(2006)
作者机构:
1. 广州军区75719部队三队,湖北,武汉,430074
2. 南京大学 城市与资源系,江苏,南京,210093
3. 南京陆军指挥学院作战实验中心,江苏,南京,210045
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Published:2006
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XIE Hua, DOU Jin-kang, HU Yu-jun, et al. A Method for Spatially Distributed Time-variable Routing of Simulated Watershed Flood[J]. Bulletin of Soiland Water Conservation, 2006, 25(5): 65-70.
DOI:
XIE Hua, DOU Jin-kang, HU Yu-jun, et al. A Method for Spatially Distributed Time-variable Routing of Simulated Watershed Flood[J]. Bulletin of Soiland Water Conservation, 2006, 25(5): 65-70.DOI:
A Method for Spatially Distributed Time-variable Routing of Simulated Watershed Flood
Through considering the effects of spatiotemporal transformations as well as watershed topography on runoff routing
this paper reports the development and implementation of the new method named spatially distributed time-variable routing method.The method incorporates time-variable factors into distributed yielding and routing simulations.In this way
it can overcome the shortcomings of ignoring the changes of excess rainfall over time in the traditional methods.Inaddition
with the support of the geographical information system (GIS) and remote sensing(RS)
most of the parameters in the model can be obtained by means of DEM
soil maps and/or satellite images.Among the others
only some sensitive parameters need to be determined through calibration.Although the model seems to be simple
it can reflect the physical mechanism of rainfallrunoff process.In consequence
the method can predict the runoff hydrograph in the ungauged watersheds
so that it can be extended to other areas in the future.In the combination of this method with GIS technique
stream responses to runoff events in the Jiaokou Reservoir Watershed in Zhejiang Province were predicted.Results showed that the model efficiency was high
and the simulations were approximately consistent with the observations for the shapes of runoff hydrographs when the factor for the changes of excess rainfall over time was considered in the model.Most importantly
the floods can be identified by the shapes of each peak including the major and minor ones of all floods
especially of the double-peaks or multi-peaks flood
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