Construction of off-channel habitats

Introduction

Figure 1: The main river Gaula in central Norway flowing to the left in the photo, with parts of the old braiding river de-connected from the free-flowing section, e.g. to right of the highway, and spots here and there in the landscape closer to the main river.

Areas outside the main river channel can be important nursery grounds and habitats for juvenile fish, also providing resting and survival areas during periods of hydro-peaking operations and low flow. Such areas can be oxbows, sidearms, tributaries or other areas outside the main channel. These areas can be disconnected from the main channel for several reasons, such as erosion and flood protection creating barriers for migration (lateral connectivity), incision of the main channel due to altered sediment regime or channelization or other reasons for disconnection of oxbows, sidearms and other areas outside the main channel. Permanent changes in flow regimes can also reduce the connectivity, making suitable habitats for fish less accessible. In some cases, establishment of areas for fish can be an important measure to extend the living areas.

Methods, tools, and devices

During planning

Hydraulic simulation models can be valuable tools in order to assess under what flow conditions the different areas are accessible for species with various swimming and jumping capabilities and habitat requirements. With these tools different flow regimes, such as typical low flow during winter and summer, water covered areas and connectivity can be analysed. Examples of hydraulic tools are HEC-RAS and various tools from commercial vendors such as DHI.

Water-covered areas can also simply be mapped directly under various flows, either by direct observations in the field, or for instance by use of drones equipped with cameras or possibly by use satellite images.

During implementation

Making areas outside the main channel available will often require use of machinery in the river. In some cases, the work would be to open access to parts of the rivers that have earlier been accessible, such as old side-channels, oxbows, tributaries or similar, by lowering thresholds in the river. A field inspection will reveal the potential for restoration of these areas. The actual work will require dumpers and access to the parts to modify. It might also be needed to add new gravel or stones to the areas opened up, or to replace the substrate. It should be considered during what flows these off-channels areas should be flooded with water, i.e. having a permanent connection to the main river, or for instance only during floods of certain return periods.

During operation

Habitat measures in regulated rivers must often be maintained unless the natural functions related to flow and sediments are restored, such as flood events and connectivity of the sediments. This is also the case for restoration of off-channel areas, or other areas made accessible. The frequency of the maintenance will be very site-specific.

Useful MTDs

Relevant MTDs
Acoustic Doppler velocimetry (ADV)
Acoustic telemetry
BASEMENT
CASiMiR
Current meter
Differential pressure sensor base artificial lateral line probe, iRon
Double Averaging method
FLOW-3D
HEC-RAS
LiDAR
OpenFOAM
Radio frequency identification with passive integrated transponder (PIT tagging)
Radio telemetry
River2D
Sediment simulation in intakes with Multiblock option (SSIIM)
Shelter measurements
Structure from motion (SfM)
TELEMAC
Visible implant elastomer
Relevant test cases	Applied in test case?
Freudenau test case	Yes
Guma and Vadocondes test cases	-
Günz test case	Yes

Classification table

Classification	Selection
Fish species for the measure	All
Does the measure require loss of power production	-
	-
	Structural (requires no additional flow release)
Recurrence of maintenance	Less often than yearly
Which life-stage of fish is measure aimed at	Spawning / Recruitment
	Juveniles
	Adult fish
	Movements of migration of fish
Which physical parameter is addressed	-
	-
	-
	Substrate and hyporheic zone
	Water temperature
	Ice
	Water velocity
	Water depth
Hydropower type the measure is suitable for	Plant in dam
	Plant with bypass section
Dam height (m) the measure is suitable for	All
Section in the regulated system measure is designed for	-
	-
	Bypass section
	Downstream outlet
River type implemented	Steep gradient (up to 0.4 %)
	Fairly steep with rocks, boulders (from 0.4 to 0.05 %)
	Slow flowing, lowland, sandy (less than 0.05 %)
Level of certainty in effect	Moderately certain
Technology readiness level	TRL 9: actual system proven in operational environment
Cost of solution	See cost table