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© 2014 by DB Sediments
International Water Energy Conference Lyon, France, 29.10.2014 – 31.10.2014 Dr. Dietrich Bartelt, DB Sediments, Germany
River in Balance Continuous Sediment Transfer for Sustainable Use of Water
© 2014 by DB Sediments
DB Sediments GmbH Based on Environmental Know how
! Founded on 09.03.2009 in Duisburg, Germany
! Founders – experts each with more than 20 years of international utility back ground, project management, renewable energies
! Management experience, environmental leadership
! International research programs since 1994 (i.e. 5th EU FWP, …)
! Innovation Management
! Environmental Technology „Made in Germany“ Headquarter at Tectrum – Technologie Zentrum
2 International Water & Energy Conference, Lyon, 29.-31.10.2014
© 2014 by DB Sediments
Global Water Storage Capacity Increasing Loss
0
1000
2000
3000
4000
5000
6000
7000
Yea
r 19
00
1905
19
10
1915
19
20
1925
19
30
1935
19
40
1945
19
50
1955
19
60
1965
19
70
1975
19
80
1985
19
90
1995
20
00
2005
20
10
2015
20
20
2025
20
30
2035
20
40
Net Storage Capacity Storage Capacity Lost Capacity (Sedimentation/Siltation)
Glo
ba
l Sto
rag
e C
ap
ac
ity [B
illio
n m³]
Source: Based on data from Jenzer and Cesare (2005) and GWSP Digital Water Atlas (2008)
International Water & Energy Conference, Lyon, 29.-31.10.2014
© 2014 by DB Sediments
Global Risk Perception Survey Environmental Risks are most likely and have highest impact
International Water & Energy Conference, Lyon, 29.-31.10.2014 4
Environmental Risks • Extreme weather events • Natural catastrophes • Man-made
environmental catastrophes
• Biodiversity loss and ecosystem collapse
• Water crises • Climate change
Source: World Economic Forum; Global Risks Perception Survey 2013-2014; www.weforum.org/risks.
© 2014 by DB Sediments
Sediment – Mismanagement Increasing Flood Risk – Pakistan, Strong Monsoon, August 2010
International Water & Energy Conference, Lyon, 29.-31.10.2014 5
Source: AG Friedensforschung; http://www.ag-friedensforschung.de
© 2014 by DB Sediments 6
There is more than water that “flows” in a river The reduction of velocity causes sedimentation and siltation
The Use of Water Impact to the Ecosystem
International Water & Energy Conference, Lyon, 29.-31.10.2014
© 2014 by DB Sediments 7
The Two Sides of Sedimentation Sediment Surplus upstream / Sediment Deficit downstream
International Water & Energy Conference, Lyon, 29.-31.10.2014
© 2014 by DB Sediments 8
The Two Sides of Sediment Within the Reservoir: Sediment Surplus
Sediment accumulation in reservoirs leads to:
" reduced flood protection
" reduced storage capacity for hydro power peaking/seasonal storage
" reduced storage for irrigation / drinking water supply
" reduced biodiversity inside the reservoir (and i.e. higher temperatures, less oxygen)
! WCD / ICOLD state that sedimentation in reservoirs exceeds the actual new build of reservoirs.
! Every year almost 1 % of worldwide storage volume is lost.
! 20 % of all reservoirs will be inoperable by 2050.
" sediment management is an urgent issue
International Water & Energy Conference, Lyon, 29.-31.10.2014
Picture: Süddeutsche Zeitung 06.06.2014, http://tinyurl.com/kdme64h
© 2014 by DB Sediments 9
The Two Sides of Sediment Downstream: Sediment Deficit
" Replacement of missing sediment is costly (e.g. Colorado, Rhine)
Missing sediment/changed morphology downstream of reservoirs cause:
! ... riverbed and bank erosion
! ... foundation failure of civil hydro structures
! … agricultural substrate deficit
! … change of aquatic ecosystem
! ... methane emissions from impounded rivers
! … re-infiltration of saltwater into groundwater at river delta/coastline
! … coastline erosion
International Water & Energy Conference, Lyon, 29.-31.10.2014
© 2014 by DB Sediments 10
Problems without Sediment Example: Sediment deficit River Rhine
Source: Alpreserve *, Bundesanstalt für Wasserbau (Koblenz), Hülskens Wasserbau (Wesel) WSA DU, http://www.wsv.de/ftp/presse/2012/00191_2012.pdf
Locks Iffezheim: about 400.000 t/a
artificial adding of Sediments
Sedimentdeficit D/NL-boarder: about 2.500.000 t/a
about 230.000 t/a
International Water & Energy Conference, Lyon, 29.-31.10.2014
" Adding Sediments is expensive " 2012: WSA Duisburg 24 Mio. €
© 2014 by DB Sediments
Wave Dynamics Qualitative Change with/without Sediment Transport
11 International Water & Energy Conference, Lyon, 29.-31.10.2014
Wave with Sediment
Wave without Sediment
© 2014 by DB Sediments 12
The Two Sides of Sedimentation Methane emisions in damed water bodies
International Water & Energy Conference, Lyon, 29.-31.10.2014
https://www.youtube.com/watch?v=gW_LOHbff5Y
© 2014 by DB Sediments 13
A river is an Eco-system Sediments are an integral part of this system
Source: Global Water System Project www.gwsp.org
International Water & Energy Conference, Lyon, 29.-31.10.2014
© 2014 by DB Sediments International Water & Energy Conference, Lyon, 29.-31.10.2014
Source: Google Maps (2011)
Sediment Deficit Coast Erosion (e.g. Egypt,…)
© 2014 by DB Sediments
Mississippi River System Decoupling of water and sediment flows
International Water & Energy Conference, Lyon, 29.-31.10.2014 15
Quelle: Meade, R. H. (2010). Sediment Transport and Deposition in Rivers: The Case for Non-Stationarity. In World Bank Group (Ed.): World Bank Document, A REVIEW OF SELECTED HYDROLOGY TOPICS TO SUPPORT BANK OPERATIONS. Papers from the Workshop (pp. 69-76, Annex)., National Geographics, May 2014
© 2014 by DB Sediments
Sediment Mismanagement Death Threat to the Delta (eg Mississippi)
International Water & Energy Conference, Lyon, 29.-31.10.2014 16
Source: Don Swenson (2012) The Rise and Disappearance of Southeast Louisiana. http://www.nola.com/speced/lastchance/multimedia/flashlandloss1.swf
© 2010 by DB Sediments
What Missing Sediment can cause New Orleans
1930
Quelle: Dan Swenson, The rise and disappearance of Southeast Louisiana, http://www.nola.com/speced/lastchance/multimedia/flash.ssf?flashlandloss1.swf
2010
1930
Meeting with HCC, Madrid, 28.03.2011 © 2010 by DB Sediments
What Missing Sediment can cause New Orleans
1930
Quelle: Dan Swenson, The rise and disappearance of Southeast Louisiana, http://www.nola.com/speced/lastchance/multimedia/flash.ssf?flashlandloss1.swf
2010
1930
Meeting with HCC, Madrid, 28.03.2011
© 2014 by DB Sediments
Sediment Mismanagement Death Threat to the Delta (eg Mississippi)
International Water & Energy Conference, Lyon, 29.-31.10.2014 17
Source: EOMAP (2014) Turbidity Flows on the Mississippi Delta
© 2014 by DB Sediments
ConSedTrans – Method System Sensitive Solution - Continuous Transfer of Sediments
International Water & Energy Conference, Lyon, 29.-31.10.2014 18
© 2014 by DB Sediments
ConSedTrans – Method Initiativ Price NRW 2012 – DB Sediments
International Water & Energy Conference, Lyon, 29.-31.10.2014 19
Award on Innovative Achievements in the area of Renewable Energies and Environment
Source: DB Sediments (2014); WGZ Bank (2012); www.wgzbank.de; http://tinyurl.com/pbggxk4
© 2014 by DB Sediments
RWE Innogy GmbH Continuous Sediment Management in Olsberg, Germany
20 International Water & Energy Conference, Lyon, 29.-31.10.2014
© 2014 by DB Sediments 21
! automated vessel size 1
Suitable equipment System Sensitive Solution
! manual small dredge vessel ! Larger/other/additional and customized equipment upon request:
- electric or diesel driven - dredging depth up more than 200 m - unlimited capacity and/or
sediment transfer range
! dredge vessel size 2
- diesel driven - depth up to 15 m
- electric driven - depth up to 8 m
- electric driven - depth up to 40 m
International Water & Energy Conference, Lyon, 29.-31.10.2014
© 2014 by DB Sediments
Risk Analysis Existing and Projected Dams
! Assessment of the original storage volume - by processing of the original layout of the reservoir
! Determination of - the lost, silted or sedimented
volume of the reservoir, - the silting rate of the dam,
and - the estimation of the
probable dam life, under consideration of the necessary operational range of the reservoir.
! Furthermore, an analysis will comprise - possible consequences, like the blockage of the bottom outlet of
the dams by sliding sediments and - risk of flooding caused by the reduction of the retention volume of
the reservoir. 22 International Water & Energy Conference, Lyon, 29.-31.10.2014
© 2014 by DB Sediments
Roseau Reservoir St. Lucia Risk Analysis / Rehabilitation Dam/Reservoir
International Water & Energy Conference, Lyon, 29.-31.10.2014 23
© 2014 by DB Sediments
Nurek Dam, Tajikistan Site, Sedimenttransport
International Water & Energy Conference, Lyon, 29.-31.10.2014 24
© 2014 by DB Sediments
The new process spends multiple benefit.
• Positive operational and economical effects:
• The reservoir can be used completely again.
• Avoidance of enormous dump costs and/or
• Avoidance of generation losses.
• Reduction of flood risk
• Sediments in the river will reduce erosion and keep ports “on level”
• Navigation needs proper and continuous sediment management
International Water & Energy Conference, Lyon, 29.-31.10.2014
© 2014 by DB Sediments
The new process spends multiple benefit
• Positive environmental effects:
• The process restores (and improves) natural river morphology.
• Sediment “in Flow”.
• It is environmentally and fish friendly.
• Keep quality and level of groundwater.
• Biodiversity in the river and in the coastal areas of the oceans.
International Water & Energy Conference, Lyon, 29.-31.10.2014
© 2014 by DB Sediments
Final Remarks
• Dramatic developing decrease of global storage capacity for water
• The River is an Ecosystem - Sediments are an important part of the system
• Proper Flood Management needs Proper Sediment Management
• There is an urgent need for a holistic sediment management in rivers and reservoirs
• The impact of using water can be compensated by continuous sediment transport
• There is no economic solution without an ecological solution
• The ConSedTrans- Method can contribute to handle the risk of sedimentation and siltation, flooding, soil and coast erosion, and saltation of groundwater
International Water & Energy Conference, Lyon, 29.-31.10.2014
© 2014 by DB Sediments
“If you cut the transport of sediment in a river – you kill life in the river, as well as in the delta area
of the river in the ocean”.
Juan Pablo Orrego Silva, Alternative Nobel Prize Winner, Bonn, Germany, 15.11.2011,
referring to studies of Hucke-Gaete, Viddi and Bello, 2006
DB Sediments GmbH Bismarckstr. 142 D-47057 Duisburg, Germany T. +49-203-306-3620 F. +49-203-306-3629
[email protected] www.db-sediments.com
International Water & Energy Conference, Lyon, 29.-31.10.2014
© 2014 by DB Sediments
Basics Hjulström - Diagram
International Water & Energy Conference, Lyon, 29.-31.10.2014 29
Grain size in mm
Ve
loc
ity in
cm
/s
© 2014 by DB Sediments
Introduction of the Approach Information – Presentations 2011-2014
30 International Water & Energy Conference, Lyon, 29.-31.10.2014