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Application of 2D Morphological Model to Assess the Response of Karnafuli River due to Capital Dredging

Received: 23 June 2013    Accepted:     Published: 20 July 2013
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Abstract

The major sea port of Bangladesh is the Chittagong port located on the right bank of Karnafuli river of Bangladesh. This river port is considered as the lifeline of the economic activities of the country due to its increasing trade demand. Many port facilities have been planned to be implemented in future to meet this increasing demand. Due to manmade interventions the river flow becomes interrupted and thereby may cause the change in river morphology. Recently Chittagong Port Authority (CPA) has undertaken 3.5 Mm3 Capital Dredging and 2.5 km long bank protection initiative from 3rd Karnafuli bridge to Sadarghat jetty. This study focuses mainly on the application of 2D mathematical model to assess the response of the river due to such development works on Karnafuli River. Necessary data have been collected from CPA and the model was set using the bathymetry of 2009. The river reach between Kalurghat and Khal no-18 has been selected for the study purpose. Time series discharge and water level data were used as boundary condition at upstream and downstream consecutively. Calibration and validation have been carried out with the recent water level data at Sadarghat and Khal no-10. After hydrodynamic calibration and validation the model was adjusted to match the change in bed level with the observed data. Different hydrodynamic and morphological assessments like variation of velocity, sediment transport and bed level changes have also been studied. It was further used to assess the effect of Capital dredging and Bank Protection near Sadarghat area. Model result shows slight increase in velocity and sediment transport due to project implementation. It also changes the rate of erosion/ deposition at some location of the selected reach. It is hoped that the results of the model simulation will be helpful to suggest the effect of possible future development work to be implemented on this river.

Published in Journal of Water Resources and Ocean Science (Volume 2, Issue 3)
DOI 10.11648/j.wros.20130203.13
Page(s) 40-48
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Karnafuli River, Chittagong Port, Capital dredging, Morphodynamics, 2D Modeling

References
[1] Alam, S. and Matin, M. A. (2012). "Application of Delft3d mathematical model in the river karnafuli for two dimensional simulation." ICACE 2012-Conference Proceeding,CUET, Chittagong. pp:7
[2] Chittagong Port Authority (CPA 2010a), Capital Dredging and Bank Protection with Jetty Facilities; Report on "Mathematical Model Study on the Effect of 3rd Karnafuli Bridge on the Navigability of Karnafuli River within Port Limit." Dept. of WRE, BRTC, BUET, 2010
[3] Chittagong Port Authority (CPA 2010b), "Mathematical Model study on the Effect of Korean (KEPZ) Project and Karnafuli River- Effect of Construction of a RCC Jetty on the left Bank of Karnafuli in the vicinity of the river." Dept. of WRE, BRTC, BUET, 2010
[4] Chittagong Port Authority (CPA 2010c), Field Survey Report: "Capital dredging and bank protection with jetty facilities from Sadarghat jetty to 3rd Karnafuli bridge", July 2010, pp:32-39
[5] Chittagong Port Authority (CPA 1987), "Mathematical Model Study of the River Karnafuli." Dept. of WRE and IFCDR, BRTC, BUET, 1987
[6] Delft3D-Flow user manual (2011). "Simulation of multi-dimensional hydrodynamic flows and transport phenomena, including sediments." Version 3.15, revision 14499. pp:373,356
[7] DHI, BUET (1990a), "Mathematical Model Study of Pussur-Sibsa River System and Karnafuli River Entrance", Interim Report, Volume 1 and 2
[8] DHI, BUET(1990b), "Mathematical Model Study of Pussur-Sibsa River System and Karnafuli River Entrance", Final Report, ANNEX 1: Collection and Analysis of Data
[9] L.C. van Rijn and D.J.R. Walstra(2003), "Modeling sand transport in Delft3D-Online", WL| Delft Hydraulics, Report, pp:15-17
[10] Schellingerhout, J (2012), "Modeling bio-physical interactions by tube building worm", Bachelor Assignment, Advanced Technology, University of Twente. Pp:17
[11] L.C. van Rijn (1984) "Sediment Transport, Part II; Suspended load transport", Journal of Hydraulic Engineering, vol.110, no.11; pp:1613-1641
[12] Wang, Li ( 2007), "Modelling of Cohesive Sediment Transport in the Maasmond Area", MSc Thesis (WSE-HI.07-18).
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  • APA Style

    Sarfaraz Alam, M. Abdul Matin. (2013). Application of 2D Morphological Model to Assess the Response of Karnafuli River due to Capital Dredging. Journal of Water Resources and Ocean Science, 2(3), 40-48. https://doi.org/10.11648/j.wros.20130203.13

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    ACS Style

    Sarfaraz Alam; M. Abdul Matin. Application of 2D Morphological Model to Assess the Response of Karnafuli River due to Capital Dredging. J. Water Resour. Ocean Sci. 2013, 2(3), 40-48. doi: 10.11648/j.wros.20130203.13

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    AMA Style

    Sarfaraz Alam, M. Abdul Matin. Application of 2D Morphological Model to Assess the Response of Karnafuli River due to Capital Dredging. J Water Resour Ocean Sci. 2013;2(3):40-48. doi: 10.11648/j.wros.20130203.13

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  • @article{10.11648/j.wros.20130203.13,
      author = {Sarfaraz Alam and M. Abdul Matin},
      title = {Application of 2D Morphological Model to Assess the Response of Karnafuli River due to Capital Dredging},
      journal = {Journal of Water Resources and Ocean Science},
      volume = {2},
      number = {3},
      pages = {40-48},
      doi = {10.11648/j.wros.20130203.13},
      url = {https://doi.org/10.11648/j.wros.20130203.13},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.wros.20130203.13},
      abstract = {The major sea port of Bangladesh is the Chittagong port located on the right bank of Karnafuli river of Bangladesh. This river port is considered as the lifeline of the economic activities of the country due to its increasing trade demand. Many port facilities have been planned to be implemented in future to meet this increasing demand. Due to manmade interventions the river flow becomes interrupted and thereby may cause the change in river morphology. Recently Chittagong Port Authority (CPA) has undertaken 3.5 Mm3 Capital Dredging and 2.5 km long bank protection initiative from 3rd Karnafuli bridge to Sadarghat jetty. This study focuses mainly on the application of 2D mathematical model to assess the response of the river due to such development works on Karnafuli River. Necessary data have been collected from CPA and the model was set using the bathymetry of 2009. The river reach between Kalurghat and Khal no-18 has been selected for the study purpose. Time series discharge and water level data were used as boundary condition at upstream and downstream consecutively. Calibration and validation have been carried out with the recent water level data at Sadarghat and Khal no-10. After hydrodynamic calibration and validation the model was adjusted to match the change in bed level with the observed data. Different hydrodynamic and morphological assessments like variation of velocity, sediment transport and bed level changes have also been studied. It was further used to assess the effect of Capital dredging and Bank Protection near Sadarghat area. Model result shows slight increase in velocity and sediment transport due to project implementation. It also changes the rate of erosion/ deposition at some location of the selected reach. It is hoped that the results of the model simulation will be helpful to suggest the effect of possible future development work to be implemented on this river.},
     year = {2013}
    }
    

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  • TY  - JOUR
    T1  - Application of 2D Morphological Model to Assess the Response of Karnafuli River due to Capital Dredging
    AU  - Sarfaraz Alam
    AU  - M. Abdul Matin
    Y1  - 2013/07/20
    PY  - 2013
    N1  - https://doi.org/10.11648/j.wros.20130203.13
    DO  - 10.11648/j.wros.20130203.13
    T2  - Journal of Water Resources and Ocean Science
    JF  - Journal of Water Resources and Ocean Science
    JO  - Journal of Water Resources and Ocean Science
    SP  - 40
    EP  - 48
    PB  - Science Publishing Group
    SN  - 2328-7993
    UR  - https://doi.org/10.11648/j.wros.20130203.13
    AB  - The major sea port of Bangladesh is the Chittagong port located on the right bank of Karnafuli river of Bangladesh. This river port is considered as the lifeline of the economic activities of the country due to its increasing trade demand. Many port facilities have been planned to be implemented in future to meet this increasing demand. Due to manmade interventions the river flow becomes interrupted and thereby may cause the change in river morphology. Recently Chittagong Port Authority (CPA) has undertaken 3.5 Mm3 Capital Dredging and 2.5 km long bank protection initiative from 3rd Karnafuli bridge to Sadarghat jetty. This study focuses mainly on the application of 2D mathematical model to assess the response of the river due to such development works on Karnafuli River. Necessary data have been collected from CPA and the model was set using the bathymetry of 2009. The river reach between Kalurghat and Khal no-18 has been selected for the study purpose. Time series discharge and water level data were used as boundary condition at upstream and downstream consecutively. Calibration and validation have been carried out with the recent water level data at Sadarghat and Khal no-10. After hydrodynamic calibration and validation the model was adjusted to match the change in bed level with the observed data. Different hydrodynamic and morphological assessments like variation of velocity, sediment transport and bed level changes have also been studied. It was further used to assess the effect of Capital dredging and Bank Protection near Sadarghat area. Model result shows slight increase in velocity and sediment transport due to project implementation. It also changes the rate of erosion/ deposition at some location of the selected reach. It is hoped that the results of the model simulation will be helpful to suggest the effect of possible future development work to be implemented on this river.
    VL  - 2
    IS  - 3
    ER  - 

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Author Information
  • Department of Water Resources Engineering, Bangladesh University of Engineering and Technology, Dhaka, Bangladesh

  • Department of Water Resources Engineering, Bangladesh University of Engineering and Technology, Dhaka, Bangladesh

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