Study on The Hydraulics During The Construction of A Closure In A Tidal Channel at Meghna Estuary
Author: Anmol Haque, Md. Ataur RahmanDOI: doi.org/10.70279/bmj-v5-i2-1016
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The study was conducted to assess the hydrodynamic changes during construction of a closure in a 4 km wide tidal channel between Subornachar and Swarnadip island located in the Meghna Estuary. Two construction methods have been considered - vertical and horizontal closing method. A 2D hydrodynamic model, MIKE-21FM, has been set up for the simulations of critical hydrodynamics at different construction stages of these two closing methods. For the horizontal closing method, seven construction stages were considered and for the vertical closing method five construction stages were considered. Model simulation shows that the maximum flow velocities during the construction of the closure simulated during neap flood tide vary from 1.43 m/s to 4.76 m/s at different stages of horizontal closing. For the vertical closing method, the simulated maximum flow velocities vary from 2.76 m/s to 3.88 m/s during neap flood tide. For such a wide channel having a width of 4 km, the vertical closing method of closure construction prevails more feasible as it has lower flow velocities during final construction stage as compared to horizontal closing method.
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| Serial | 14 |
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| Total Citation | Click here to view citation data |
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| Article Page Views | 265 |
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| Article Volume | Volume 05 |
| Article Issue | Issue 02 |
| Article DOI | doi.org/10.70279/bmj-v5-i2-1016 |
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| Article Slug | study-on-the-hydraulics-during-the-construction-of-a-closure-in-a-tidal-channel-at-meghna-estuary |
| Article Keyword | Meghna estuary, Land reclamation, Tidal closure, Hydrodynamic model. |
| Article Entry Time | 11:02:46 |
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