Analytical One‐dimensional Conceptual Model of Channel Evolution after Dam Removal Based on Diffusion Framework

Author(s):  
Chia‐Chu Chu ◽  
Gene Jiing‐Yun You
2014 ◽  
Vol 11 (6) ◽  
pp. 1396-1405 ◽  
Author(s):  
Hsiao-Wen Wang ◽  
Ying-Che Cheng ◽  
Chung-Yi Lin

2014 ◽  
Vol 50 (11) ◽  
pp. 8997-9019 ◽  
Author(s):  
Carles Ferrer-Boix ◽  
Juan P. Martín-Vide ◽  
Gary Parker

2010 ◽  
Vol 09 (04) ◽  
pp. 303-318 ◽  
Author(s):  
Chihab BenMoussa

What barriers obstruct the success of knowledge management programs? This paper has integrated studies on the barriers to knowledge management (KM) into a theoretical framework. Based on this framework, five cases documenting failed KM initiatives were analysed. The analysis gives a clear picture about why certain KM projects fail. The high failure rate of KM can be explained by the supply-IT based approach many organisations adopt when it comes to their KM programs. To increase the success rate of KM projects, companies should go beyond the one-dimensional thinking, e.g. technology, and adopt an approach where all the ingredients of KM operate in a synchronised way.


1992 ◽  
Vol 7 (2) ◽  
pp. 143-151 ◽  
Author(s):  
Hiroshi Furuya

This paper proposes a concept of deployable tensegrity space structures in future aerospace activities to avoid some difficulties of conventional deployable space structures. The fundamental geometrical characteristics for deployment of tensegrity masts are introduced. Some conceptual considerations for the one-dimensional deployable tensegrity are presented from the viewpoint of geometry. The conceptual model of one-dimensional deployable tensegrity truss mast was constructed to demonstrate the concept. Some vibrational characteristics for various type of one-dimensional tensegrity truss mast were also examined.


CATENA ◽  
2000 ◽  
Vol 38 (3) ◽  
pp. 223-242 ◽  
Author(s):  
A.M Gurnell ◽  
P.J Edwards ◽  
G.E Petts ◽  
J.V Ward

1998 ◽  
Author(s):  
TJ Hatton

This paper addresses the need to model recharge to groundwater systems at the scale of whole catchments. It looks at developing the right conceptual model of how water moves through a given landscape for both homogeneous and heterogeneous catchments. One-dimensional recharge models and three-dimensional recharge models are considered. Discussion of which recharge modelling approach to use take in consideration of the availability of data, the nature of the questions being asked, and the expertise of the investigators.


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