| 
         | 
 
       | 
		||
        
![]() General Approach to Bank Stabilization 
The salient point is that before beginning the design of bank stabilization works, the 
concepts and tools presented in the previous chapters on channel stability should be applied 
systematically and analytically to identify the processes and causes of instability. That analysis 
may lead to the conclusion that appropriate alternative solutions may involve more than site- 
specific bank stabilization. Finally, the planner should be aware of other factors which may 
be peripheral to traditional engineering, but which are essential for a successful project, 
regardless of scope. This chapter presents a conceptual discussion of those alternatives and 
factors. 
4.1 CONSIDERATION OF AVAILABLE ALTERNATIVES 
Problems of river instability in general can be addressed by one or more of the 
following approaches: 
River Basin Management 
Land treatment 
Reservoirs 
Bed Stabilization 
Site-Specific Bank Stabilization 
Relocation of Stream or Endangered Facility 
Non-structural Solutions 
Regulation of navigation 
Regulation of reservoir releases 
The detailed planning and design of the first two alternatives is complex, and beyond 
the scope of this text. However, the discussion in this section will serve to set them in 
perspective for the detailed presentation in Chapters 5 through 11 of the selection, design, 
construction, and maintenance of site-specific bank stabilization, and the presentation in 
Chapter 12 of concepts of bed stabilization. The last two alternatives are limited in 
applicability and effectiveness, but consideration of them may be appropriate in some 
circumstances. 
Technical capability to analyze these alternatives is rapidly improving, not only 
through increased knowledge of river processes, but also through rapid advances in the 
computational capacity of computers which makes numerical models more powerful. 
Unfortunately, constraints on time and funds often precludes full application of the more 
advanced technical tools which are available. 
If a problem is purely local, and authority to address a wider project scope does not 
exist, then the following discussion is academic to a reader searching only for guidance for 
a conventional approach to bank stabilization. However, if project authority is broader, then 
the optimum solution may include other components. For example, flood control projects and 
river restoration schemes may require the evaluation of channel system response to changes 
4 
74 
 | 
			||
![]()  | 
		||