Difference between revisions of "Mitigating reduced annual flow and low flow measures"

From FIThydrowiki
Jump to navigation Jump to search
 
(34 intermediate revisions by 2 users not shown)
Line 1: Line 1:
 +
[[file:icon_operation.png|right|150px|link=[[Environmental flow]]]]
 +
 
=Introduction=
 
=Introduction=
 +
[[file:lundesokna_high_low.png|thumb|500px|Figure 1: The photos show Lundesokna in central Norway at different water flows.]]
 +
[[file:Building_block_method.png|thumb|500px|Figure 2: An example of the building block method showing average flow curves before and after regulation, and the key flow blocks. Duration (x-axis, width) multiplied by flow (y-axis, height) provides a measure of the volume of water in question (area of the blocks) and these can be summed to give the reach's "water pool". 1=egg survival and winter habitat, 2=smolt out-migration, 3=flushing flows, 4=juvenile fish growth, 5=juvenile fish habitat, 6=artificial freshets to facilitate angling interests and promote spawning migration, 7=spawning. The colours indicate prioritisation – from orange (high) to blue (low), based on the severity of identified hydrologic bottlenecks.]]
 +
[[file:gauge2.png|250px|thumb|Figure 3: Gauging station monitoring water level and water flow]]
 +
[[file:gauge1.jpg|250px|thumb|Figure 4: Gauging station monitoring water level and water flow]]
 +
 
Bypass sections of a river regulation will typically experience dramatic reductions in total, annual flow, as large volumes of water are withdrawn for the purpose of producing electricity. The changes will depend on the hydrology characteristics, regulation capacity, the turbine characteristics (i.e. minimum and maximum capacities), the power production pattern and the minimum flow requirements. In cases with limited regulation capacities, spill of water will happen when the inflow is higher than the intake ponds can store and the turbines can utilise. How often this will happen is determined by the hydrological characteristics of the river.
 
Bypass sections of a river regulation will typically experience dramatic reductions in total, annual flow, as large volumes of water are withdrawn for the purpose of producing electricity. The changes will depend on the hydrology characteristics, regulation capacity, the turbine characteristics (i.e. minimum and maximum capacities), the power production pattern and the minimum flow requirements. In cases with limited regulation capacities, spill of water will happen when the inflow is higher than the intake ponds can store and the turbines can utilise. How often this will happen is determined by the hydrological characteristics of the river.
  
The challenge related to reductions in total, annual flow would be to define ‘how much water is needed to sustain essential habitat qualities’, given dramatic reduced most of the time. This is the most common scientific task related to environmental flow assessments in bypass sections, and downstream the outlet of the hydropower plants in periods the hydropower plant is not in operation. A large set of approaches are available, spanning from simple statistical methods to comprehensive, holistic modelling approaches, with the aim of defining how much water should be released at what period of the year. The more simplified methods would require only a water flow timeseries, while the more advanced would needed detailed measurements of the topography and information about ecological preferences of various flow regimes.  
+
The challenge related to reductions in total, annual flow would be to define ‘how much water is needed to sustain essential habitat qualities’, given dramatic reduced most of the time. This is the most common scientific task related to environmental flow assessments in bypass sections, and downstream the outlet of the hydropower plants in periods the hydropower plant is not in operation. A large set of approaches are available, spanning from simple statistical methods to comprehensive, holistic modelling approaches, with the aim of defining how much water should be released at what period of the year. The more simplified methods would require only a water flow timeseries, while the more advanced would needed detailed measurements of the topography and information about ecological preferences of various flow regimes.
  
[[file:lundesokna_high_low.png|600px|The photos show Lundesokna in central Norway at different water flows.]]
 
 
=Classification table=
 
<table border="1">
 
<tr>
 
<td width="264">
 
<p><strong>Assessment criteria</strong></p>
 
</td>
 
<td width="343">
 
<p><strong>Assessment</strong></p>
 
</td>
 
</tr>
 
<tr>
 
<td width="264">
 
<p>Fish species measure designed for</p>
 
</td>
 
<td width="343">
 
<p>(All)</p>
 
<p>Atlantic salmon (salmo salar)</p>
 
<p>Trout (salmo trutta)</p>
 
</td>
 
</tr>
 
<tr>
 
<td width="264">
 
<p>Which life-stage of fish is measure aimed at?</p>
 
</td>
 
<td width="343">
 
<p>(All)</p>
 
<p>Spawning / Recruitment</p>
 
<p>Juvenile habitat (0+)</p>
 
<p>Juvenile habitat (1+)</p>
 
<p>Juvenile habitat (older than 1+)</p>
 
<p>Adult fish</p>
 
<p>Downstream migration</p>
 
<p>Upstream migration</p>
 
</td>
 
</tr>
 
<tr>
 
<td width="264">
 
<p>Which physical parameter mitigated?</p>
 
</td>
 
<td width="343">
 
<p>Water velocity</p>
 
<p>Water depth</p>
 
<p>Water-covered area</p>
 
<p>Water temperature</p>
 
</td>
 
</tr>
 
<tr>
 
<td width="264">
 
<p>Section in the regulated system measure designed for</p>
 
</td>
 
<td width="343">
 
<p>Bypass</p>
 
<p>Downstream outlet (in periods the hydropower plant is not in operation)</p>
 
</td>
 
</tr>
 
<tr>
 
<td width="264">
 
<p>River type implemented in</p>
 
</td>
 
<td width="343">
 
<p>All</p>
 
</td>
 
</tr>
 
<tr>
 
<td width="264">
 
<p>Climatic region suitable for</p>
 
</td>
 
<td width="343">
 
<p>(All)</p>
 
<p>A: Tropical (mega-thermal) climates</p>
 
<p>B: Dry (arid and semiarid) climates</p>
 
<p>C: Temperate (mesothermal) climates</p>
 
<p>D: Continental (microthermal) climates</p>
 
<p>E: Polar and alpine (montane) climates</p>
 
</td>
 
</tr>
 
<tr>
 
<td width="264">
 
<p>Level of certainty in effect</p>
 
</td>
 
<td width="343">
 
<p>Very certain (if no minimum flow from before)</p>
 
</td>
 
</tr>
 
<tr>
 
<td width="264">
 
<p>Technology readiness level (maturity)</p>
 
</td>
 
<td width="343">
 
<p>TRL 9</p>
 
</td>
 
</tr>
 
</table>
 
 
=[[Methods, tools, and devices]]=
 
=[[Methods, tools, and devices]]=
 
==During planning==
 
==During planning==
The most common method to define environmental flow, or more correctly minimum flow, in Europe is to use of simple statistical criteria (Bakken et al., WFD-report). Q95 or variants of this is used in several countries as benchmark for the lowest flow releases in rivers with dramatically reduced flows. Q95 refers to the flow that during the natural conditions is exceeded in 95% of the time. Q95 is licence agreement defined as a constant flow that should be released throughout the year, or as a flow level defined based on natural flows during summer and winter, respectively, giving different static flow regimes summer and winter. Bakken et al. (2012) concluded in their review where the practice in a number of European countries were assessed, that the environmental flow requirements are typically in the range 5-10 % of mean annual flow.  
+
The most common method to define environmental flow, or more correctly minimum flow, in Europe is to use of simple statistical criteria (Bakken et al., 2012). Q95 or variants of this is used in several countries as benchmark for the lowest flow releases in rivers with dramatically reduced flows. Q95 refers to the flow that during the natural conditions is exceeded in 95% of the time. Q95 is licence agreement defined as a constant flow that should be released throughout the year, or as a flow level defined based on natural flows during summer and winter, respectively, giving different statistic of flow regime during summer and winter. Bakken et al. (2012) concluded in their review where the practice in a number of European countries were assessed, that the environmental flow requirements are typically in the range 5-10 % of mean annual flow.  
In some countries and in selected cases more advanced approaches are used, taking into account the natural variation in flow regime, and the varying flow requirements over the year. The building Block Method (BBM) (Tharme and King, XXXX) is one approach, while the environmental design concept (Forseth and Harby, 2014) has received very much positivism in Norway from both the hydropower industry, management authorities as well as various stakeholder groups. The Building Block Method intends to define flow regimes that are closer to the natural variation in water flow, i.e. mimicking natural floods, freshets and low flow periods. The environmental design concept aims at identifying the factors limiting the development of the fish population, which can be directly related to the flow regime, and then define the most efficient measures to the lowest cost. The environmental design concept also introduces the ‘water bank’ idea, where the water available for environmental purposes is released during the periods during the it is most needed.  
+
In some countries and in selected cases more advanced approaches are used, taking into account the natural variation in flow regime, and the varying flow requirements over the year. The building Block Method (BBM) (Tharme et al., 1998) is one approach, while the environmental design concept (Forseth and Harby 2014) has received very much positivism in Norway from both the hydropower industry, management authorities as well as various stakeholder groups. The Building Block Method intends to define flow regimes that are closer to the natural variation in water flow, i.e. mimicking natural floods, freshets and low flow periods. The environmental design concept aims at identifying the factors limiting the development of the fish population, which can be directly related to the flow regime, and then define the most efficient measures to the lowest cost. The environmental design concept also introduces the ‘water bank’ idea, where the water available for environmental purposes is released during the periods it is most needed.  
 
Hydraulic habitat modelling is a highly sophisticated approach that has been developed since the 1980’s, where the PHABSIM was one of the first computer program for such analysis. Hydraulic habitat modelling has been used in several cases where more detailed studies are required before the water flow regime can be defined, in addition to a large range of purely scientific studies. Hydraulic habitat modelling aims at identifying flows where the habitat conditions are suitable, based on various groups of species’ preferences for hydraulic variable such as water velocity, water depth and substrate conditions. This would sometimes reveal that increasing water flow will not always increase the areas of suitable habitat. Such studies have been carried out mostly related to defining suitable conditions for fish, but is in some cases also applied for benthic invertebrates. Hydraulic habitat modelling would require a 2- or 3-dimensional hydraulic model taking flow as input, and a set of ranges where water velocities, depths and substrate conditions are suitable. Casimir is such a tool that is developed in Germany, but applied in several rivers across Europe, as well as outside Europe. Hydraulic habitat modelling must be considered an ecosystem-based analysis, in contrast to the much simpler statistical approaches, such as applying Q95.
 
Hydraulic habitat modelling is a highly sophisticated approach that has been developed since the 1980’s, where the PHABSIM was one of the first computer program for such analysis. Hydraulic habitat modelling has been used in several cases where more detailed studies are required before the water flow regime can be defined, in addition to a large range of purely scientific studies. Hydraulic habitat modelling aims at identifying flows where the habitat conditions are suitable, based on various groups of species’ preferences for hydraulic variable such as water velocity, water depth and substrate conditions. This would sometimes reveal that increasing water flow will not always increase the areas of suitable habitat. Such studies have been carried out mostly related to defining suitable conditions for fish, but is in some cases also applied for benthic invertebrates. Hydraulic habitat modelling would require a 2- or 3-dimensional hydraulic model taking flow as input, and a set of ranges where water velocities, depths and substrate conditions are suitable. Casimir is such a tool that is developed in Germany, but applied in several rivers across Europe, as well as outside Europe. Hydraulic habitat modelling must be considered an ecosystem-based analysis, in contrast to the much simpler statistical approaches, such as applying Q95.
  
Line 108: Line 20:
 
If properly designed gates and vales 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, re-building of the dam or any other location the water should be released from, must be carried out.
 
If properly designed gates and vales 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, re-building of the dam or any other location the water should be released from, must be carried out.
  
[[file:Building_block_method.png|600px|An example of the building block method showing average flow curves before and after regulation, and the key flow blocks. Duration (x-axis, width) multiplied by flow (y-axis, height) provides a measure of the volume of water in question (area of the blocks) and these can be summed to give the reach's "water pool". 1=egg survival and winter habitat, 2=smolt out-migration, 3=flushing flows, 4=juvenile fish growth, 5=juvenile fish habitat, 6=artificial freshets to facilitate angling interests and promote spawning migration, 7=spawning. The colours indicate prioritisation – from orange (high) to blue (low), based on the severity of identified hydrologic bottlenecks (from Forseth and Harby 2014).]]
+
==During operation==
 +
Hydropower operators must normally document that the environmental restrictions are followed, and would have standard monitoring systems (gauging stations) in place. 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=
 +
{{Suitable MTDs for Mitigating reduced annual flow and low flow measures}}
  
==During operation==
+
=Classification table=
Hydropower operators must normally document that the environmental restrictions are followed, and would have standard monitoring systems (gauging stations) in place.
+
{{Mitigating reduced annual flow and low flow measures}}
 +
 
 +
=Relevant literature=
 +
 
 +
Bakken, T.H., Zinke, P., Melcher, A., Sundt, H., Vehanen, T., Jorde, K. and Acreman, M. 2012. Setting Environmental flows in regulated rivers. SINTEF report Serial No. TR A7246. ISBN 978-82-594-3529-3.
  
[[file:gauge2.png|300px|Gauging stations monitoring water level and water flow (Photos: Knut Alfredsen).]][[file:gauge1.jpg|300px|Gauging stations monitoring water level and water flow (Photos: Knut Alfredsen).]]
+
Forseth, T. and Harby, A. 2014. Handbook for Environmental design in Regulated salmon Rivers. NINA Special Reports 53. Trondheim: Norwegian Institute for Nature Research.
  
The effect of the released environmental flow must be done by assessing the development of the fish population, e.g. by monitoring juvenile fish densities, number of smolts, etc.
+
Tharme, R., King, J. and De Villiers, M.S. 1998. Environmental Flow Assessments for Rivers: Manual for the Building Block Methodology. Updated adition. WRC Report No TT 354/08.
  
[[Category:Measures]][[category:Environmental flow in bypass section measures]]
+
[[category:Solutions]][[category:Environmental flow measures]]

Latest revision as of 10:05, 26 October 2020

Icon operation.png

Introduction

Figure 1: The photos show Lundesokna in central Norway at different water flows.
Figure 2: An example of the building block method showing average flow curves before and after regulation, and the key flow blocks. Duration (x-axis, width) multiplied by flow (y-axis, height) provides a measure of the volume of water in question (area of the blocks) and these can be summed to give the reach's "water pool". 1=egg survival and winter habitat, 2=smolt out-migration, 3=flushing flows, 4=juvenile fish growth, 5=juvenile fish habitat, 6=artificial freshets to facilitate angling interests and promote spawning migration, 7=spawning. The colours indicate prioritisation – from orange (high) to blue (low), based on the severity of identified hydrologic bottlenecks.
Figure 3: Gauging station monitoring water level and water flow
Figure 4: Gauging station monitoring water level and water flow

Bypass sections of a river regulation will typically experience dramatic reductions in total, annual flow, as large volumes of water are withdrawn for the purpose of producing electricity. The changes will depend on the hydrology characteristics, regulation capacity, the turbine characteristics (i.e. minimum and maximum capacities), the power production pattern and the minimum flow requirements. In cases with limited regulation capacities, spill of water will happen when the inflow is higher than the intake ponds can store and the turbines can utilise. How often this will happen is determined by the hydrological characteristics of the river.

The challenge related to reductions in total, annual flow would be to define ‘how much water is needed to sustain essential habitat qualities’, given dramatic reduced most of the time. This is the most common scientific task related to environmental flow assessments in bypass sections, and downstream the outlet of the hydropower plants in periods the hydropower plant is not in operation. A large set of approaches are available, spanning from simple statistical methods to comprehensive, holistic modelling approaches, with the aim of defining how much water should be released at what period of the year. The more simplified methods would require only a water flow timeseries, while the more advanced would needed detailed measurements of the topography and information about ecological preferences of various flow regimes.

Methods, tools, and devices

During planning

The most common method to define environmental flow, or more correctly minimum flow, in Europe is to use of simple statistical criteria (Bakken et al., 2012). Q95 or variants of this is used in several countries as benchmark for the lowest flow releases in rivers with dramatically reduced flows. Q95 refers to the flow that during the natural conditions is exceeded in 95% of the time. Q95 is licence agreement defined as a constant flow that should be released throughout the year, or as a flow level defined based on natural flows during summer and winter, respectively, giving different statistic of flow regime during summer and winter. Bakken et al. (2012) concluded in their review where the practice in a number of European countries were assessed, that the environmental flow requirements are typically in the range 5-10 % of mean annual flow. In some countries and in selected cases more advanced approaches are used, taking into account the natural variation in flow regime, and the varying flow requirements over the year. The building Block Method (BBM) (Tharme et al., 1998) is one approach, while the environmental design concept (Forseth and Harby 2014) has received very much positivism in Norway from both the hydropower industry, management authorities as well as various stakeholder groups. The Building Block Method intends to define flow regimes that are closer to the natural variation in water flow, i.e. mimicking natural floods, freshets and low flow periods. The environmental design concept aims at identifying the factors limiting the development of the fish population, which can be directly related to the flow regime, and then define the most efficient measures to the lowest cost. The environmental design concept also introduces the ‘water bank’ idea, where the water available for environmental purposes is released during the periods it is most needed. Hydraulic habitat modelling is a highly sophisticated approach that has been developed since the 1980’s, where the PHABSIM was one of the first computer program for such analysis. Hydraulic habitat modelling has been used in several cases where more detailed studies are required before the water flow regime can be defined, in addition to a large range of purely scientific studies. Hydraulic habitat modelling aims at identifying flows where the habitat conditions are suitable, based on various groups of species’ preferences for hydraulic variable such as water velocity, water depth and substrate conditions. This would sometimes reveal that increasing water flow will not always increase the areas of suitable habitat. Such studies have been carried out mostly related to defining suitable conditions for fish, but is in some cases also applied for benthic invertebrates. Hydraulic habitat modelling would require a 2- or 3-dimensional hydraulic model taking flow as input, and a set of ranges where water velocities, depths and substrate conditions are suitable. Casimir is such a tool that is developed in Germany, but applied in several rivers across Europe, as well as outside Europe. Hydraulic habitat modelling must be considered an ecosystem-based analysis, in contrast to the much simpler statistical approaches, such as applying Q95.

During implementation

If properly designed gates and vales 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, re-building 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 the environmental restrictions are followed, and would have standard monitoring systems (gauging stations) in place. 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 MTDs
Acoustic Doppler current profiler (ADCP)
Acoustic Doppler velocimetry (ADV)
BASEMENT
CASiMiR
COSH-tool
Current meter
FLOW-3D
HEC-RAS
Hydropeaking indicator
Hydropeaking tool
OpenFOAM
Radio frequency identification with passive integrated transponder (PIT tagging)
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?
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
Juveniles
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 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 Very certain
Technology readiness level TRL 9: actual system proven in operational environment
Cost of solution See cost table

Relevant literature

Bakken, T.H., Zinke, P., Melcher, A., Sundt, H., Vehanen, T., Jorde, K. and Acreman, M. 2012. Setting Environmental flows in regulated rivers. SINTEF report Serial No. TR A7246. ISBN 978-82-594-3529-3.

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

Tharme, R., King, J. and De Villiers, M.S. 1998. Environmental Flow Assessments for Rivers: Manual for the Building Block Methodology. Updated adition. WRC Report No TT 354/08.