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<br />I <br />, <br />I <br />I <br /> <br />i <br />I <br />I <br />I <br />. <br />i <br />I <br />I <br />I <br />I <br />I <br />/ <br />, <br />I <br />I <br />I <br />I <br />I <br /> <br />r <br /> <br />, <br /> <br />I <br /> <br />, <br /> <br /> <br />t <br /> <br />Countermeasures were organized into groups based on their functionality with respect to <br />scour and stream instability. The three main groups of countermeasures are: hydraulic <br />countermeasures, structural countermeasures and monitoring. The following outline <br />identifies the countermeasure groups in the matrix: <br /> <br />Group 1. Hydraulic Countermeasures <br /> <br />. Group 1.A: River training structures <br /> <br />- Transverse structures <br />- Longitudinal structures <br />- Areal structures <br /> <br />. Group 1.B: Armoring countermeasures <br /> <br />- Revetment and Bed Armor <br />+ Rigid <br />+ Flexible/articulating <br />- Local armoring <br /> <br />Group 2. Structural Countermeasures <br /> <br />. Foundation strengthening <br />. Pier geometry modification <br /> <br />I <br />, <br />I <br />l <br />I <br />f <br />! <br />l <br /> <br />Group 3. Monitoring <br /> <br />. Fixed Instrumentation <br />. Portable instrumentation <br />. Visual Monitoring <br /> <br />3.2 Countermeasure Groups <br /> <br />3.2.1 Group 1. Hydraulic Countermeasures <br /> <br />Hydraulic countermeasures are those which are primarily designed either to modify the flow <br />or resist erosive forces caused by the flow. Hydraulic countermeasures are organized into <br />two groups: river training structures and armoring countermeasures. The performance <br />of hydraulic countermeasures is dependent on design considerations such as filter <br />requirements and edge treatment, which are discussed in Sections 4.4.1 and 4.4.2, <br />respectively. <br /> <br />3.2.1.1 Group 1.A River Training Structures <br /> <br />River training structures are those which modify the flow. River training structures are <br />distinctive in that they alter hydraulics to mitigate undesirable erosional and/or depositional <br />conditions at a particular location or in a river reach. River training structures can be <br />constructed of various material types and are not distinguished by their construction <br />material, but rather, by their orientation to flow. River training structures are described as <br />transverse, longitudinal or areal depending on their orientation to the stream flow. <br /> <br />3 <br /> <br />" <br />