Difference between revisions of "Reach"
From REFORM wiki
(→Reaches) |
|||
Line 4: | Line 4: | ||
Section of river along which boundary conditions are sufficiently uniform that the river maintains a near consistent internal set of process-form interactions. (A river segment can contain one to several reaches). As a general rule, the length of a reach should not be smaller than 20 times the mean channel width, although shorter reaches can be defined where local circumstances are particularly complex. | Section of river along which boundary conditions are sufficiently uniform that the river maintains a near consistent internal set of process-form interactions. (A river segment can contain one to several reaches). As a general rule, the length of a reach should not be smaller than 20 times the mean channel width, although shorter reaches can be defined where local circumstances are particularly complex. | ||
− | |||
== Delineation criteria == | == Delineation criteria == | ||
Line 11: | Line 10: | ||
* Artificial discontinuities that affect longitudinal continuity (e.g. dams, major weirs / check dams that disrupt water and sediment transfer) | * Artificial discontinuities that affect longitudinal continuity (e.g. dams, major weirs / check dams that disrupt water and sediment transfer) | ||
* River confinement | * River confinement | ||
− | |||
== Methods and data sources== | == Methods and data sources== | ||
Line 20: | Line 18: | ||
* Lidar data | * Lidar data | ||
(Field reconnaissance can provide useful confirmation / additional data) | (Field reconnaissance can provide useful confirmation / additional data) | ||
− | |||
<gallery> | <gallery> |
Revision as of 15:32, 7 January 2019
Reaches
Definition
Section of river along which boundary conditions are sufficiently uniform that the river maintains a near consistent internal set of process-form interactions. (A river segment can contain one to several reaches). As a general rule, the length of a reach should not be smaller than 20 times the mean channel width, although shorter reaches can be defined where local circumstances are particularly complex.
Delineation criteria
- Channel morphology (particularly planform)
- Floodplain features
- Artificial discontinuities that affect longitudinal continuity (e.g. dams, major weirs / check dams that disrupt water and sediment transfer)
- River confinement
Methods and data sources
Segments are subdivided into reaches by visual interpretation of consistent river and floodplain (bio) geomorphic pattern using
- Google Earth
- Orthophotos
- Multi-spectral remotely-sensed data
- Lidar data
(Field reconnaissance can provide useful confirmation / additional data)