Flow resistance equation for rills   总被引：1，自引：0，他引：1       下载免费PDF全文

Costanza Di Stefano  Vito Ferro  Vincenzo Palmeri  Vincenzo Pampalone 《水文研究》2017,31(15):2793-2801

In this paper, a new flow resistance equation for rill flow was deduced applying dimensional analysis and self‐similarity theory. At first, the incomplete self‐similarity hypothesis was used for establishing the flow velocity distribution whose integration gives the theoretical expression of the Darcy–Weisbach friction factor. Then the deduced theoretical resistance equation was tested by some measurements of flow velocity, water depth, cross section area, wetted perimeter, and bed slope carried out in 106 reaches of some rills shaped on an experimental plot. A relationship between the velocity profile, the channel slope, and the flow Froude number was also established. The analysis showed that the Darcy–Weisbach friction factor can be accurately estimated by the proposed theoretical approach based on a power–velocity profile.  相似文献   

From flood risk mapping toward reducing vulnerability: the case of Addis Ababa     

De Risi  Raffaele  Jalayer  Fatemeh  De Paola  Francesco  Carozza  Stefano  Yonas  Nebyou  Giugni  Maurizio  Gasparini  Paolo 《Natural Hazards》2020,100(1):387-415

Natural Hazards - Flood risk maps for the built environment can be obtained by integrating geo-spatial information on hazard, vulnerability and exposure. They provide precious support for strategic...  相似文献