Improved formulae of velocity distributions along the vertical and transverse directions in natural rivers with the sidewall effect

2018 ◽  
Vol 18 (6) ◽  
pp. 1491-1508 ◽  
Author(s):  
Jinyou Lu ◽  
Yinjun Zhou ◽  
Yonghui Zhu ◽  
Junqiang Xia ◽  
Li Wei
Water Policy ◽  
2018 ◽  
Vol 20 (5) ◽  
pp. 933-952 ◽  
Author(s):  
Sameer H. Shah ◽  
Lucy Rodina

Abstract The protection of natural rivers and watersheds face important concerns related to environmental (in)justice and (in)equity. Using the Queensland Wild Rivers Act as a case study, we advocate that ethical water governance attends to multiple and diverse values, specifically in ways that: (i) locate them within stakeholders' claims of inequality that emerge from a given or practiced water ethic; and (ii) historicize and understand them as resonating or reflecting natural resource management frameworks that have led to structural injustices. This approach, combined with adaptive co-governance, can contribute to more inclusive water ethics and even support reflexive spaces where radical change in social-ecological resource governance can be imagined.


2014 ◽  
pp. 2173-2180 ◽  
Author(s):  
Z Vecsernyés ◽  
M Destrieux ◽  
N Andreini ◽  
J Boillat

2018 ◽  
Vol 229 (8) ◽  
Author(s):  
Wenxin Huai ◽  
Haoran Shi ◽  
Zhonghua Yang ◽  
Yuhong Zeng

Author(s):  
Y. S. Halabi ◽  
H. T. Shen ◽  
T. S. Papatheodorou ◽  
W. L. Briggs

2018 ◽  
Vol 144 (3) ◽  
pp. 04017070 ◽  
Author(s):  
Roland K. Price
Keyword(s):  

2018 ◽  
Vol 40 ◽  
pp. 05003
Author(s):  
Willi H. Hager

This research addresses bed-load transport in the fluvial environment. Based on the current knowledge, it is first noted that this problem is by far not solved. The eminent questions ask for a large experimental campaign by which the basic issues are solved first, and then expanded to more challenging topics relating to questions not included in the first stage involving uniform water and sediment flows. A number of currently available experimental techniques is mentioned by which a high-quality laboratory experimentation should be feasible. Next, the effects of various fundamental transport parameters should be cleared using both systematic experimentation and data analyses. An improved bed-load transport equation should be established first, by which the current tools are replaced to produce better agreement with prototype data. The role of computational hydraulics is also highlighted, to apply results to natural rivers. Froude similitude should be carefully applied so that the laboratory data can safely be transferred to prototype conditions, if the limitations are respected.


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