Mitigating reduced flood peaks, magnitudes, and frequency

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Note that this measure is included in both the environmental flow and sediment categories. In certain FIThydro deliverables the sediment measure is referred to as "Hydraulic conditions for sediment transport".

Introduction

Figure 1: The disappearance of floods in Orkla in mid-Norway due to the river regulation. The blue graph is the observed flow before regulation, while the orange is the flow after regulation. Note that the data series are shown for different time periods.
Figure 2: Measurement of sheltered habitat using a 13 mm-thick plastic hose inserted into interstitial spaces between rocks within the area of a 50 x 50 cm steel frame.

Reservoir-based hydropower will normally lead to a dramatic reduction in floods, unless the flood occurs when the reservoir is more or less filled, or the reservoir is small compared to the inflow. Some reservoirs are built for this purpose, i.e. flood protection. The ecological function of floods to the river system will then also disappear. The reduced frequency of flooding events may result in a deterioration of habitat quality, both by the silting of spawning habitats and the clogging of sheltered habitats. Floods act as 'habitat fresheners' as they remobilise the river bed material, if the floods are sufficiently large and flush out finer sediment fractions. In later sections of this document, habitat measures to refresh the substrate have been described, which will reinstate the natural substrate conditions and improve the habitat. Reinstating floods is one way of refreshing the substrate with use of the flow. Floods can also have other ecological functions, for instance to facilitate migration and to attract fish for spawning. These floods (freshets) are typically smaller than the natural, annual flood, but the river regulation can also reduce these floods. Such freshets are usually named attraction flow to initiate upstream migration and trigger flow to initiate downstream migration. These floods can also be reinstated, and similar to floods to remobilise the substrate, the magnitude, timing and frequency of these should be when the ecological function is maximised, and the losses in power production minimised.

Methods, tools, and devices

During planning

A hydrologic analysis of flood events before and after regulation will also provide data to support the likelihood that reductions in flood frequencies have reduced, or may in the future reduce, long-term production by causing habitat deterioration. To what extent the habitat has been degraded, can be assessed by habitat mapping (Forseth and Harby, 2014).

Some studies make a distinction between armoured and paved layers, related to the resistance of surface layers to floods, e.g. less than 10 years for armour, more than 100 years for pavement. The break-up of the armour layer has been observed for floods with a recurrence interval of at least 7 to 10 years. When the break-up of the armour layer occurs, there is a significant increase in the bedload discharge.

During implementation

If properly designed gates and valves are in place, the introduction of a new flow regime would simply be to release the defined water flows at the right time of the day and year. If the existing infrastructure cannot release the proposed flow regime, retrofitting of the dam or any other location the water should be released from, must be carried out.

During operation

Hydropower operators must normally document that environmental restrictions are followed, and they would have standard monitoring systems (gauging stations) in place. The improvements in the substrate composition and habitat conditions can be measured by for instance measuring the interstitial space.

Shelter for juvenile salmonids can be measured with a simple method where the number and depth of interstitial species within a given area is counted with use of a rubber tube (Finstad et al. 2009). The number of spaces of varying length are weighed according to their depth and then summed. The number of interstitial spaces within an area of 50 cm * 50 cm, limited by e.g. a steel-frame (Figure 2), is counted and the depth registered. The sizes of interstitial spaces are determined based on how far down between the rocks the hose can be inserted.

The effect of the released environmental flow must be surveyed by assessing the development of the fish population, e.g. by monitoring species composition, densities and age structure of populations, number of smolts, etc.

Relevant MTDs and test cases

Relevant measures
Acoustic Doppler current profiler (ADCP)
Acoustic Doppler velocimetry (ADV)
BASEMENT
Bedload monitoring system
CASiMiR
COSH-tool
Current meter
Dilution gauging
FLOW-3D
HEC-RAS
Hydropeaking indicator
Hydropeaking tool
LiDAR
OpenFOAM
River2D
Sediment simulation in intakes with Multiblock option (SSIIM)
Shelter measurements
Structure from motion (SfM)
TELEMAC
Relevant test cases Applied in test case?
Altheim test case Yes
Altusried test case Yes
Anundsjö test case Yes
Bragado test case Yes
Gotein test case -
Günz test case -
Ham test case -
Las Rives test case -
Trois Villes test case -

Classification Table

Classification Selection
Fish species for the measure All
Does the measure require loss of power production Operational (requires flow release outside turbine)
Operational (requires flow release through turbine)
-
Recurrence of maintenance Never
Which life-stage of fish is measure aimed at Spawning / Recruitment
Juvenile habitat (0+)
Juvenile habitat (1+)
Juvenile habitat (older than 1+)
Adult fish
Movements of migration of fish
Which physical parameter is addressed -
-
-
-
-
-
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 Bypass section
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

Relevant literature

Finstad, A.G., Einum, S., Ugedal, O. and Forseth, T. 2009. Spatial distribution of limited resources and local density regulation in juvenile Atlantic salmon. Journal of Animal Ecology 78: 226-235.

Forseth, T. and Harby, A. 2014. Handbook for Environmental design in Regulated salmon Rivers. NINA Special Reports 53. Trondheim: Norwegian Institute for Nature Research.