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Title
Impacts of Coastal Floodplain Sedimentation on Net
Subsidence in the Ganges-Brahmaputra-Meghna
Delta
Authors
MD. WASIF-E-ELAHI
ANISUL HAQUE
MUNSUR RAHMAN
NOOR HOSNA
International Conference on Recent Innovation in Civil Engineering for Sustainable Development (IICSD-
2015)
ID: WRE-047
INTRODUCTION
Bangladesh is located in the lower part of Ganges basin.
The coastal floodplain of Bangladesh consists of three major river
systems: the Ganges, the Brahmaputra and the Meghna (GBM).
GBM delta is the most active delta where erosion and sedimentation
process is very dynamic.
Subsidence is the normal process in deltas and is caused by a multitude of
natural processes, which are often increased by anthropogenic reasons.
INTRODUCTION
In literature, subsidence rates are found to be reported either over the whole
delta or regionally and at specific locations.
 For the whole GBM delta, Ericson et al. (2006) reported a rate of up to 10mm/yr
(no time period specified).
Regionally, Khan and Islam (2008) stated 3 mm/yr for the lower delta (no time
period de- fined).
Schiermeier (2014) reported up to 9mm/yr of subsidence in the western delta,
and up to 4 mm/yr in the east.
Ostanciaux et al. (2012) reported subsidence of 12.3mm/yr in the western delta
and uplift of 3.6 mm/yr in the eastern delta during an unspecified period
between 1993 and 2009.
INTRODUCTION
Brammer (2014) mentioned overall maximum mean rate of subsidence in
western region as 2.5 (mm/year) which is assumed constant over the GBM delta.
No study has yet been performed by considering sedimentation as a counter-
measure to sedimentation
In this paper, the combined effect of sedimentation and subsidence are taken
into account to compute the changes of net land elevation.
STUDY AREA
WES: Western Estuarine System
Gorai-Rupsa-Pasur river systems
CES: Central Estuarine System
Baleswar-Bishkhali-Buriswar river
systems
EES: Eastern Estuarine System
Meghna-Tentulia-Lohalia river
systems
THE MODEL
Year 2000 is considered as the base year
The open source Delft3D morphology model is applied in the study
region to compute the floodplain sedimentation.
By comparing the simulated elevation of floodplain with the base
year elevation, the net sedimentation rate in the floodplain is
computed.
MODEL BOUNDARIES
LOCATION OF MORPHOLOGICAL STATIONS FOR MODEL VALIDATION
River
name
Station name Measured erosion/deposition
rate (cm/month)
(For a long Period of data which is
more than 10 years)
Model
erosion/deposition
rate (cm/month)
(Only for the base year
condition)
Reliability %
Bishkhali
(CES)
BIS16 -0.0122 0.1912 49.26
BIS15 -0.1426 -0.1504
BIS14 -0.4637 -0.4430
BIS12 0.3157 0
BIS11 0.0083 -0.0837
Lower
Meghna
(EES)
ML2 -0.7832 0 41.80
ML5 0.2265 -0.0023
M12 -0.2471 -0.0010
Rupsa
(WES)
RP10 -0.9200 -0.2532 50.86
RP13 -0.6169 -0.3153
RP14 (n/a) -0.3492
Overall Model reliability over the estuarine systems 47.30
MODEL VALIDATION
RESULT AND DISCUSSION
Base
year_2000
Floodplain
Sedimentation
(mm/year)
Floodplain
Erosion
(mm/year)
Land
subsidence
(mm/yr)
Net land
subsidence
(mm/yr)
EES 4.257 -4.976 -2.5 -3.219
CES 3.107 -3.216 -2.5 -2.609
WES 3.253 -4.017 -2.5 -3.264
*** The negative value means subsidence and positive value means uplift
 Base year scenario
RESULT AND DISCUSSION
Base
year_2000
Floodplain
Sedimentation
(mm/year)
Floodplain
Erosion
(mm/year)
Land
subsidence
(mm/yr)
Net land
subsidence
(mm/yr)
EES 4.257 -4.976 -2.5 -3.219
CES 3.107 -3.216 -2.5 -2.609
WES 3.253 -4.017 -2.5 -3.264
*** The negative value means subsidence and positive value means uplift
 For the base year 2000, net floodplain erosion exceeds the net
floodplain sedimentation over the entire region.
Future scenarios
Year Estuarine
system
Floodplain
Sedimentation
(mm/year)
Floodplain
Erosion
(mm/year)
Land
subsidence
(mm/yr)
Net land
subsidence
(mm/yr)
EES 23.808 -16.094 -2.5 5.214
2025 CES 3.840 -8.590 -2.5 -7.25
WES 7.462 -6.616 -2.5 -1.654
EES 32.680 -21.651 -2.5 8.529
2075 CES 14.471 -17.261 -2.5 -5.29
WES 22.696 -16.828 -2.5 3.368
EES 30.700 -21.003 -2.5 7.197
2100 CES 9.764 -11.032 -2.5 -3.768
WES 22.262 -16.831 -2.5 2.931
RESULT AND DISCUSSION
Possible impact of sea level rise:
 From literature, in Bangladesh coast, during the period from 1977 to 1998, the
observed trend of change of sea level shows a sea level rise of 5.05 mm/year to 7.4
mm/year.
If these values are considered to be valid till the end of century, net uplift in the
eastern and western region will largely compensate the effect of sea level rise in
these regions.
The central region will be aggravated due to net subsidence
CONCLUSION
• Net land elevation of the GBM delta is computed by using sedimentation and erosion rates and
superimposing these values on the constant subsidence rate of 2.5 mm/year.
• The net land elevation was subsiding at the beginning of the century for all the region.
• During the end of the century, both the eastern and the western region will continue rising at
different rates, but the central region, during this entire time horizon, will be subsiding.
• These might have significant effect to offset sea level rise effect in the eastern and western
region.
• The central region, on the other hand, will remain vulnerable as a possible victim of sea level rise
effect.
ACKNOWLEDGEMENT
We would like to acknowledge to NERC, ESRC, UK DFID, ESPA for
funding this work as part of the ESPA Deltas project (Grant Reference
Code : NEJ0027551). We would like to acknowledge the contribution of
all the members associated with the research team who has direct and
indirect input to this article.
Thank
you

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Presentation_DUET-AH

  • 1. Title Impacts of Coastal Floodplain Sedimentation on Net Subsidence in the Ganges-Brahmaputra-Meghna Delta Authors MD. WASIF-E-ELAHI ANISUL HAQUE MUNSUR RAHMAN NOOR HOSNA International Conference on Recent Innovation in Civil Engineering for Sustainable Development (IICSD- 2015) ID: WRE-047
  • 2. INTRODUCTION Bangladesh is located in the lower part of Ganges basin. The coastal floodplain of Bangladesh consists of three major river systems: the Ganges, the Brahmaputra and the Meghna (GBM). GBM delta is the most active delta where erosion and sedimentation process is very dynamic. Subsidence is the normal process in deltas and is caused by a multitude of natural processes, which are often increased by anthropogenic reasons.
  • 3. INTRODUCTION In literature, subsidence rates are found to be reported either over the whole delta or regionally and at specific locations.  For the whole GBM delta, Ericson et al. (2006) reported a rate of up to 10mm/yr (no time period specified). Regionally, Khan and Islam (2008) stated 3 mm/yr for the lower delta (no time period de- fined). Schiermeier (2014) reported up to 9mm/yr of subsidence in the western delta, and up to 4 mm/yr in the east. Ostanciaux et al. (2012) reported subsidence of 12.3mm/yr in the western delta and uplift of 3.6 mm/yr in the eastern delta during an unspecified period between 1993 and 2009.
  • 4. INTRODUCTION Brammer (2014) mentioned overall maximum mean rate of subsidence in western region as 2.5 (mm/year) which is assumed constant over the GBM delta. No study has yet been performed by considering sedimentation as a counter- measure to sedimentation In this paper, the combined effect of sedimentation and subsidence are taken into account to compute the changes of net land elevation.
  • 5. STUDY AREA WES: Western Estuarine System Gorai-Rupsa-Pasur river systems CES: Central Estuarine System Baleswar-Bishkhali-Buriswar river systems EES: Eastern Estuarine System Meghna-Tentulia-Lohalia river systems
  • 6. THE MODEL Year 2000 is considered as the base year The open source Delft3D morphology model is applied in the study region to compute the floodplain sedimentation. By comparing the simulated elevation of floodplain with the base year elevation, the net sedimentation rate in the floodplain is computed.
  • 8. LOCATION OF MORPHOLOGICAL STATIONS FOR MODEL VALIDATION
  • 9. River name Station name Measured erosion/deposition rate (cm/month) (For a long Period of data which is more than 10 years) Model erosion/deposition rate (cm/month) (Only for the base year condition) Reliability % Bishkhali (CES) BIS16 -0.0122 0.1912 49.26 BIS15 -0.1426 -0.1504 BIS14 -0.4637 -0.4430 BIS12 0.3157 0 BIS11 0.0083 -0.0837 Lower Meghna (EES) ML2 -0.7832 0 41.80 ML5 0.2265 -0.0023 M12 -0.2471 -0.0010 Rupsa (WES) RP10 -0.9200 -0.2532 50.86 RP13 -0.6169 -0.3153 RP14 (n/a) -0.3492 Overall Model reliability over the estuarine systems 47.30 MODEL VALIDATION
  • 10. RESULT AND DISCUSSION Base year_2000 Floodplain Sedimentation (mm/year) Floodplain Erosion (mm/year) Land subsidence (mm/yr) Net land subsidence (mm/yr) EES 4.257 -4.976 -2.5 -3.219 CES 3.107 -3.216 -2.5 -2.609 WES 3.253 -4.017 -2.5 -3.264 *** The negative value means subsidence and positive value means uplift  Base year scenario
  • 11. RESULT AND DISCUSSION Base year_2000 Floodplain Sedimentation (mm/year) Floodplain Erosion (mm/year) Land subsidence (mm/yr) Net land subsidence (mm/yr) EES 4.257 -4.976 -2.5 -3.219 CES 3.107 -3.216 -2.5 -2.609 WES 3.253 -4.017 -2.5 -3.264 *** The negative value means subsidence and positive value means uplift  For the base year 2000, net floodplain erosion exceeds the net floodplain sedimentation over the entire region.
  • 12. Future scenarios Year Estuarine system Floodplain Sedimentation (mm/year) Floodplain Erosion (mm/year) Land subsidence (mm/yr) Net land subsidence (mm/yr) EES 23.808 -16.094 -2.5 5.214 2025 CES 3.840 -8.590 -2.5 -7.25 WES 7.462 -6.616 -2.5 -1.654 EES 32.680 -21.651 -2.5 8.529 2075 CES 14.471 -17.261 -2.5 -5.29 WES 22.696 -16.828 -2.5 3.368 EES 30.700 -21.003 -2.5 7.197 2100 CES 9.764 -11.032 -2.5 -3.768 WES 22.262 -16.831 -2.5 2.931
  • 13.
  • 14.
  • 15.
  • 16.
  • 17. RESULT AND DISCUSSION Possible impact of sea level rise:  From literature, in Bangladesh coast, during the period from 1977 to 1998, the observed trend of change of sea level shows a sea level rise of 5.05 mm/year to 7.4 mm/year. If these values are considered to be valid till the end of century, net uplift in the eastern and western region will largely compensate the effect of sea level rise in these regions. The central region will be aggravated due to net subsidence
  • 18. CONCLUSION • Net land elevation of the GBM delta is computed by using sedimentation and erosion rates and superimposing these values on the constant subsidence rate of 2.5 mm/year. • The net land elevation was subsiding at the beginning of the century for all the region. • During the end of the century, both the eastern and the western region will continue rising at different rates, but the central region, during this entire time horizon, will be subsiding. • These might have significant effect to offset sea level rise effect in the eastern and western region. • The central region, on the other hand, will remain vulnerable as a possible victim of sea level rise effect.
  • 19. ACKNOWLEDGEMENT We would like to acknowledge to NERC, ESRC, UK DFID, ESPA for funding this work as part of the ESPA Deltas project (Grant Reference Code : NEJ0027551). We would like to acknowledge the contribution of all the members associated with the research team who has direct and indirect input to this article.

Editor's Notes

  1. Scenario: If discharge and sediment flux remain same as average flooding condition (Year-2000) over the century.