Prevention and Cure. Contents Introduction to Reservoirs Preventing Siltation Cure Cost Benefit...
-
Upload
anissa-cummings -
Category
Documents
-
view
235 -
download
0
Transcript of Prevention and Cure. Contents Introduction to Reservoirs Preventing Siltation Cure Cost Benefit...
![Page 1: Prevention and Cure. Contents Introduction to Reservoirs Preventing Siltation Cure Cost Benefit Analysis Conclusion.](https://reader033.fdocuments.net/reader033/viewer/2022042511/5697bfcf1a28abf838ca9cb4/html5/thumbnails/1.jpg)
Siltation in ReservoirsPrevention and Cure
![Page 2: Prevention and Cure. Contents Introduction to Reservoirs Preventing Siltation Cure Cost Benefit Analysis Conclusion.](https://reader033.fdocuments.net/reader033/viewer/2022042511/5697bfcf1a28abf838ca9cb4/html5/thumbnails/2.jpg)
ContentsIntroduction to ReservoirsPreventing SiltationCureCost Benefit AnalysisConclusion
![Page 3: Prevention and Cure. Contents Introduction to Reservoirs Preventing Siltation Cure Cost Benefit Analysis Conclusion.](https://reader033.fdocuments.net/reader033/viewer/2022042511/5697bfcf1a28abf838ca9cb4/html5/thumbnails/3.jpg)
Introduction - Reservoirs Facts and FiguresDefinition: A lake or large pool, natural or man-made, used to store water
for public and industrial use, for irrigation, etc. Also more generally: a large expanse of water held back by a dam.1
Constructed for 3 main purposes
1. Irrigation
2. Storage/Flood Control
3. Hydro-power
75% of water consumption is used during irrigation 2
Irrigated land produces 33% of the worlds food
1% of reservoir storage is lost due to siltation every year3
Lake Kariba in Zimbabwe and Zamiba
![Page 4: Prevention and Cure. Contents Introduction to Reservoirs Preventing Siltation Cure Cost Benefit Analysis Conclusion.](https://reader033.fdocuments.net/reader033/viewer/2022042511/5697bfcf1a28abf838ca9cb4/html5/thumbnails/4.jpg)
Preventing SiltationPrevention through Design
Catchment CharacteristicsUpstream TrappingBypassing High Sediment LoadsMinimising Deposits
Sluicing Density Current Venting
![Page 5: Prevention and Cure. Contents Introduction to Reservoirs Preventing Siltation Cure Cost Benefit Analysis Conclusion.](https://reader033.fdocuments.net/reader033/viewer/2022042511/5697bfcf1a28abf838ca9cb4/html5/thumbnails/5.jpg)
Drainage Basin Area
Catchment CharacteristicsSlope
Gradient
Length
Runoff Velocity
Catchment OrientationSouthern
Facing Slopes in
the Northern Hemisphe
re
Drier Soil -> Higher
erosion
Large Catchmen
t
Lower Slope
Lower Sediment
Yield
Smaller % of erodible rock
More opportunity for sediment to be
deposited
![Page 6: Prevention and Cure. Contents Introduction to Reservoirs Preventing Siltation Cure Cost Benefit Analysis Conclusion.](https://reader033.fdocuments.net/reader033/viewer/2022042511/5697bfcf1a28abf838ca9cb4/html5/thumbnails/6.jpg)
Human Impact
Drainage Density
Catchment Characteristics
Deforestation
Urbanisation
Increases Erodibilit
y
Land UseCultivation
of Clay Soils
Decrease Erosion Rates
High Density
Higher erosion rates
Agriculture
Cultivation of Sandy
Soils
Increase Erosion Rates
Increasing Drainage Density
![Page 7: Prevention and Cure. Contents Introduction to Reservoirs Preventing Siltation Cure Cost Benefit Analysis Conclusion.](https://reader033.fdocuments.net/reader033/viewer/2022042511/5697bfcf1a28abf838ca9cb4/html5/thumbnails/7.jpg)
Catchment CharacteristicsVegetation
Root Systems
Reduces surface runoff and
velocity
Dissipates Rainfall Energy
Prevents Rain
reaching the ground
Reduces “Splash” Erosion
Holds soil in place
Maintains the soils
capacity to absorb water
Increase Infiltration
![Page 8: Prevention and Cure. Contents Introduction to Reservoirs Preventing Siltation Cure Cost Benefit Analysis Conclusion.](https://reader033.fdocuments.net/reader033/viewer/2022042511/5697bfcf1a28abf838ca9cb4/html5/thumbnails/8.jpg)
Upstream TrappingIntercept sediments as they travel downstream
Vegetation ScreenCheck Dam
Decrease speed of water flow Reduce erosion Allow sediment and
pollutants to settle
![Page 9: Prevention and Cure. Contents Introduction to Reservoirs Preventing Siltation Cure Cost Benefit Analysis Conclusion.](https://reader033.fdocuments.net/reader033/viewer/2022042511/5697bfcf1a28abf838ca9cb4/html5/thumbnails/9.jpg)
Bypassing High Sediment Loads High flow rates increases sediment concentrationThese waters should be bypassed by channels and/or
tunnels Water collected will have low/medium flow rates, where
sediment concentration is lower
![Page 10: Prevention and Cure. Contents Introduction to Reservoirs Preventing Siltation Cure Cost Benefit Analysis Conclusion.](https://reader033.fdocuments.net/reader033/viewer/2022042511/5697bfcf1a28abf838ca9cb4/html5/thumbnails/10.jpg)
Minimising SedimentationSluicing
Passing of sediments during flooding
Requires reduction in water level
Preserves the seasonal sedimentation loads downstream
Practical alternative to flushing
Density Current VentingNo reduction in water level
requiredOnly used in extreme
circumstances Density Current Venting (Morris and Fan, 1998)
![Page 11: Prevention and Cure. Contents Introduction to Reservoirs Preventing Siltation Cure Cost Benefit Analysis Conclusion.](https://reader033.fdocuments.net/reader033/viewer/2022042511/5697bfcf1a28abf838ca9cb4/html5/thumbnails/11.jpg)
Cure the Removal of Accumulated SedimentFlushingSiphoning Dredging and Digging
![Page 12: Prevention and Cure. Contents Introduction to Reservoirs Preventing Siltation Cure Cost Benefit Analysis Conclusion.](https://reader033.fdocuments.net/reader033/viewer/2022042511/5697bfcf1a28abf838ca9cb4/html5/thumbnails/12.jpg)
Not suitable for all reservoir shapesShape may prohibit suitable scouring channelsRiver discharge may be incapable of moving sediment
in large enough quantities
Flushing
Requires a significant change in the operation of the reservoirWater level needs to be
dropped dramatically
![Page 13: Prevention and Cure. Contents Introduction to Reservoirs Preventing Siltation Cure Cost Benefit Analysis Conclusion.](https://reader033.fdocuments.net/reader033/viewer/2022042511/5697bfcf1a28abf838ca9cb4/html5/thumbnails/13.jpg)
Water Level Drop
![Page 14: Prevention and Cure. Contents Introduction to Reservoirs Preventing Siltation Cure Cost Benefit Analysis Conclusion.](https://reader033.fdocuments.net/reader033/viewer/2022042511/5697bfcf1a28abf838ca9cb4/html5/thumbnails/14.jpg)
Inadequate Drawdown
![Page 15: Prevention and Cure. Contents Introduction to Reservoirs Preventing Siltation Cure Cost Benefit Analysis Conclusion.](https://reader033.fdocuments.net/reader033/viewer/2022042511/5697bfcf1a28abf838ca9cb4/html5/thumbnails/15.jpg)
Final Reservoir Condition due to Inadequate Drawdown
![Page 16: Prevention and Cure. Contents Introduction to Reservoirs Preventing Siltation Cure Cost Benefit Analysis Conclusion.](https://reader033.fdocuments.net/reader033/viewer/2022042511/5697bfcf1a28abf838ca9cb4/html5/thumbnails/16.jpg)
May cause environmental issues downstream: (1)Higher nutrient & metal contentAbrades fish gillsReduces light penetrationSwitzerland stipulates sediment concentration levels:
10 mg/l at the reservoirs in crystalline areas 70 mg/l at the reservoirs in non-crystalline areas
Flushing Cont.
Drawdown reduces the capacity to generate power
Reduction in annual water yield
![Page 17: Prevention and Cure. Contents Introduction to Reservoirs Preventing Siltation Cure Cost Benefit Analysis Conclusion.](https://reader033.fdocuments.net/reader033/viewer/2022042511/5697bfcf1a28abf838ca9cb4/html5/thumbnails/17.jpg)
A SuccessMangahao Reservoir
New ZealandConstructed 1924Lost 59% of storage
in 34 years1969 flushing
removed 75% of sediment
![Page 18: Prevention and Cure. Contents Introduction to Reservoirs Preventing Siltation Cure Cost Benefit Analysis Conclusion.](https://reader033.fdocuments.net/reader033/viewer/2022042511/5697bfcf1a28abf838ca9cb4/html5/thumbnails/18.jpg)
SiphoningInvolves special pumps to redeposit sediment downstreamThere are two approaches to siphoning sediment:
1. The pipeline goes over the dam crest into a downstream basin2. The pipeline travels through the dam’s body bottom outlet
![Page 19: Prevention and Cure. Contents Introduction to Reservoirs Preventing Siltation Cure Cost Benefit Analysis Conclusion.](https://reader033.fdocuments.net/reader033/viewer/2022042511/5697bfcf1a28abf838ca9cb4/html5/thumbnails/19.jpg)
Dredging and DiggingMost expensive of removal techniquesProcess requires:
ExtractionTransportation Disposal/Use
Mechanical Digging – carried out by specially equipped excavators in shallow waters
Dredging – fixed or mobile platforms
![Page 20: Prevention and Cure. Contents Introduction to Reservoirs Preventing Siltation Cure Cost Benefit Analysis Conclusion.](https://reader033.fdocuments.net/reader033/viewer/2022042511/5697bfcf1a28abf838ca9cb4/html5/thumbnails/20.jpg)
Cost Analysis300-400 new dams would need to be constructed a year
to keep current storage levels Costing between $9 and $13 billion1
Not accounting social, environmental or maintenance costsDredging costs approximately3 $8m-3
Flushing costs 10-30% of the cost to construct a new similar sized reservoir2
Performed once a 40-60% reduction of storage capacity is seen
![Page 21: Prevention and Cure. Contents Introduction to Reservoirs Preventing Siltation Cure Cost Benefit Analysis Conclusion.](https://reader033.fdocuments.net/reader033/viewer/2022042511/5697bfcf1a28abf838ca9cb4/html5/thumbnails/21.jpg)
Cost Cont.Process CostConstruction of new dam $44 MillionCost of Flushing average dam $13.2 Million
Cost to Dredge Mangahao at $8m-3 $70 Million
![Page 22: Prevention and Cure. Contents Introduction to Reservoirs Preventing Siltation Cure Cost Benefit Analysis Conclusion.](https://reader033.fdocuments.net/reader033/viewer/2022042511/5697bfcf1a28abf838ca9cb4/html5/thumbnails/22.jpg)
ConclusionTry to prevent through design100% prevention is unrealistic so implement sluicing and
density current venting if possible If removal is necessary flushing is the most cost effective
method
Prevention is better than cure!!
![Page 23: Prevention and Cure. Contents Introduction to Reservoirs Preventing Siltation Cure Cost Benefit Analysis Conclusion.](https://reader033.fdocuments.net/reader033/viewer/2022042511/5697bfcf1a28abf838ca9cb4/html5/thumbnails/23.jpg)