Difference between revisions of "Off-channel reservoir storage"

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(Created page with "=Introduction= file:off_channel_storage_reservoirs.png|thumb|250px|Figure 1: a) Conventional reservoirs. Sediments are trapped at the dam. b) Off-channel reservoir: clear wa...")
 
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[[file:icon_sediment.png|right|150px|link=[[Sediments]]]]
 
=Introduction=
 
=Introduction=
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[[file:off_channel_storage_reservoirs.png|thumb|250px|Figure 1: a) Conventional reservoirs. Sediments are trapped at the dam. b) Off-channel reservoir: clear water is diverted to a reservoir located offside of the river, while sediment-laden water is flowing through the river. c) Sediment by-pass: sediment-laden waters are diverted through a bypass tunnel and released downstream the dam. From Kondolf et al. (2014).]]
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[[file:off_channel_storage_reservoirs.png|thumb|250px|Figure 1: a) Conventional reservoirs. Sediments are trapped at the dam. b) Off-channel reservoir: clear water is diverted to a reservoir located offside of the river, while sediment-laden water is flowing through the river. c) Sediment by-pass: sediment-laden waters are diverted through a bypass tunnel and released downstream the dam.]]
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[[file:sediment_sluicing_threegorges.png|thumb|250px|Figure 2: Seasonal operation of Three Georges reservoir for sluicing (Kondolf et al. 2014).]]
 
  
 
Dams act as a barrier for sediment transport in river systems. Sediments-laden inflows bring sediments from upstream catchment that will be trapped when reaching the reservoir. Sediments deposit in the bottom of the reservoir and reduce its storage capacity. In geographical areas with very high sediment concentration, reservoirs can be filled after some years, rendering useless the infrastructure. Consequently, sediments are not transported downstream the dam, resulting in sediment starvation in the downstream river. Lack of sediments can induce severe morphological and ecological impacts.  
 
Dams act as a barrier for sediment transport in river systems. Sediments-laden inflows bring sediments from upstream catchment that will be trapped when reaching the reservoir. Sediments deposit in the bottom of the reservoir and reduce its storage capacity. In geographical areas with very high sediment concentration, reservoirs can be filled after some years, rendering useless the infrastructure. Consequently, sediments are not transported downstream the dam, resulting in sediment starvation in the downstream river. Lack of sediments can induce severe morphological and ecological impacts.  
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Off-channel reservoirs, like sediment bypasses, are measures which aim at routing bed-load and part of the suspended sediment load through or around the reservoir (Morris et al. 1998, Kondolf et al. 2014). The objective is to maintain the storage capacity of the reservoir in addition to ensure sediment continuity in the river and avoid morphological and ecological impacts.
 
Off-channel reservoirs, like sediment bypasses, are measures which aim at routing bed-load and part of the suspended sediment load through or around the reservoir (Morris et al. 1998, Kondolf et al. 2014). The objective is to maintain the storage capacity of the reservoir in addition to ensure sediment continuity in the river and avoid morphological and ecological impacts.
  
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A diversion dam or weir is located in the river, allowing diverting of clear water to the reservoir at period of low flow and low sediment loads only, and leaving sediment-laden waters in the river.
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A diversion dam or weir is located in the river, allowing diverting of clear water to the reservoir at period of low flow and low sediment loads only, and leaving sediment-laden waters in the river.
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=[[Methods, tools, and devices]]=
 
=[[Methods, tools, and devices]]=
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The advantage of off-channel reservoirs is that they prevent almost all bed load to enter the reservoir, and do not interfere with sediment continuity required to achieve good ecological status in rivers. However, the amount of water that can be diverted from the river and stored is limited to the flow capacity of the diversion channel. So, this measure is less suited to semi-arid and arid zones with short periods of very intense flows.  
 
The advantage of off-channel reservoirs is that they prevent almost all bed load to enter the reservoir, and do not interfere with sediment continuity required to achieve good ecological status in rivers. However, the amount of water that can be diverted from the river and stored is limited to the flow capacity of the diversion channel. So, this measure is less suited to semi-arid and arid zones with short periods of very intense flows.  
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==During implementation==
 
==During implementation==
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During sluicing, the reservoir is drawn down at low level. Gates are opened to let high sediment-laden water flow through the reservoir. The success criteria for flushing are:
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Building of off-channel reservoirs have relatively high investments costs. They are part of the large structural measures to insure sediment continuity, requiring months to years for implementation.
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#low reservoir water level conjointly with high discharge
 
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#low-level gates located close to the bottom of the dam
 
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#steep river bed and straight reservoir bottom slope
 
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#sediments consist of fine material recently deposited.
 
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Concentration of suspended sediments and turbidity levels in the river must be monitored during sluicing operations to ensure that their value remain under ecosystems thresholds and that the operation does not have significant impacts on the physical and chemical environment.
 
  
 
==During operation==
 
==During operation==
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Concentration of suspended sediments and turbidity levels in the river must be monitored also after sluicing operations to ensure that their value remain under ecosystems thresholds and that the operation does not have significant impacts on the physical and chemical environment. Additionally, monitoring of sediment deposition downstream the dam, including clogging of sediments and the potential impacts on fish shelter and spawning areas needs to be carried out. Such monitoring can help to implement more sustainable sluicing operations.
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Water discharge and sediment concentration in the river need to be permanently monitored so that clear water is diverted to the off-channel reservoir and sediment-laden waters flows through the river. The sediment concentration threshold for diverting or not waters to the reservoir will depend on the characteristics of the reservoir (shape, size) and the diversion structure, as well as the discharge.
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=Relevant MTDs and test cases=
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{{Suitable MTDs for Off-channel reservoir storage}}
  
 
=Classification table=
 
=Classification table=
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[[category:Sediment measures]][[category:Measures]]
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{{Off-channel reservoir storage}}
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=Relevant literature=
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*Kondolf G.M., Gao Y., Annandale G.W., Morris G.L., Jiang E., Zhang J., Cao Y., Carling U.P., Fu K.,  Guo Q., Hotchkiss R., Peteuil C. , Sumi T., Wang H.‐W.,  Wang Z., Wei Z., Wu B., Wu C. and Yang C. T. 2014. Sustainable sediment management in reservoirs and regulated rivers: experiences from five continents. Earth's Future, 2 (2014), pp. 256-280
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*Morris, G. L., and Fan, J. 1998. Reservoir Sedimentation Handbook: Design and Management of Dams, Reservoirs and Watersheds for Sustainable Use, McGraw‐Hill Book Co., New York
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[[category:Sediment measures]][[category:Solutions]]

Latest revision as of 10:03, 26 October 2020

Icon sediment.png

Introduction

Figure 1: a) Conventional reservoirs. Sediments are trapped at the dam. b) Off-channel reservoir: clear water is diverted to a reservoir located offside of the river, while sediment-laden water is flowing through the river. c) Sediment by-pass: sediment-laden waters are diverted through a bypass tunnel and released downstream the dam.

Dams act as a barrier for sediment transport in river systems. Sediments-laden inflows bring sediments from upstream catchment that will be trapped when reaching the reservoir. Sediments deposit in the bottom of the reservoir and reduce its storage capacity. In geographical areas with very high sediment concentration, reservoirs can be filled after some years, rendering useless the infrastructure. Consequently, sediments are not transported downstream the dam, resulting in sediment starvation in the downstream river. Lack of sediments can induce severe morphological and ecological impacts.

Off-channel reservoirs, like sediment bypasses, are measures which aim at routing bed-load and part of the suspended sediment load through or around the reservoir (Morris et al. 1998, Kondolf et al. 2014). The objective is to maintain the storage capacity of the reservoir in addition to ensure sediment continuity in the river and avoid morphological and ecological impacts.

A diversion dam or weir is located in the river, allowing diverting of clear water to the reservoir at period of low flow and low sediment loads only, and leaving sediment-laden waters in the river.

Methods, tools, and devices

During planning

Similar to bypass tunnels, off-channel reservoir requires a sufficient gradient in the diversion tunnel to insure flow transport to the reservoir. The design of diversion tunnels to the off-channel reservoir depends on catchment characteristics like topography, geology, hydrology.

The advantage of off-channel reservoirs is that they prevent almost all bed load to enter the reservoir, and do not interfere with sediment continuity required to achieve good ecological status in rivers. However, the amount of water that can be diverted from the river and stored is limited to the flow capacity of the diversion channel. So, this measure is less suited to semi-arid and arid zones with short periods of very intense flows.

During implementation

Building of off-channel reservoirs have relatively high investments costs. They are part of the large structural measures to insure sediment continuity, requiring months to years for implementation.

During operation

Water discharge and sediment concentration in the river need to be permanently monitored so that clear water is diverted to the off-channel reservoir and sediment-laden waters flows through the river. The sediment concentration threshold for diverting or not waters to the reservoir will depend on the characteristics of the reservoir (shape, size) and the diversion structure, as well as the discharge.

Relevant MTDs and test cases

Relevant MTDs
BASEMENT
Bedload monitoring system
Relevant test cases Applied in test case?
N/A -

Classification table

Classification Selection
Fish species for the measure All
Does the measure require loss of power production Operational (requires flow release outside turbine)
-
-
Recurrence of maintenance Irregular at events
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
-
-
-
-
Hydropower type the measure is suitable for Plant in dam
Plant with bypass section
Dam height (m) the measure is suitable for Higher than 10
Section in the regulated system measure is designed for -
-
Bypass section
Downstream outlet
River type implemented Steep gradient (up to 0.4 %)
-
-
Level of certainty in effect Moderately certain
Technology readiness level TRL 9: actual system proven in operational environment
Cost of solution See cost table

Relevant literature

  • Kondolf G.M., Gao Y., Annandale G.W., Morris G.L., Jiang E., Zhang J., Cao Y., Carling U.P., Fu K., Guo Q., Hotchkiss R., Peteuil C. , Sumi T., Wang H.‐W., Wang Z., Wei Z., Wu B., Wu C. and Yang C. T. 2014. Sustainable sediment management in reservoirs and regulated rivers: experiences from five continents. Earth's Future, 2 (2014), pp. 256-280
  • Morris, G. L., and Fan, J. 1998. Reservoir Sedimentation Handbook: Design and Management of Dams, Reservoirs and Watersheds for Sustainable Use, McGraw‐Hill Book Co., New York
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