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Modelling for Char Baggar Dona |
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Location |
Southwest of Noakhali, Bangladesh
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Type of Project |
Drainage Improvement
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Period of Study |
October, 1999 to June, 2001
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Client |
CDP/Haskoning, Char Development and Settlement Project-II |
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Inundation map of project area for 10 year return period rainfall during monsoon |
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Description
The project area for feasibility study of Char Baggar
Dona is located on the border of Noakhali Sadar Thana of Noakhali District
and Ramgati Thana of Lakshmipur District. The area consists of the full
catchment of the Baggar Dona River and the adjacent areas. The study area
also includes unprotected charlands in Char Maradona, which is located to
the east and north of the Baggar Dona and Hatiya River system, in between
the protected areas of Baggar Dona and Char Majid. The project area
consists of typical unprotected coastal charlands which are prone to
vulnerabilities such as flooding, drainage congestion, salinity intrusion,
low-level services, and clumsy land settlement and ownership status. Drainage congestion is the major problem for the study
area. The Baggar Dona River is the main drainage channel of the study
area, and Maradona Khal is the main drainage artery for Char Maradona. All
the channels are silted up badly and cause drainage congestion during the
monsoon. Drainage problems are mainly caused by accretion of coastal
mudflats and lengthening of the drainage channel due to rapid
morphological changes. Silt deposition on tributary khals is also a
contributing factor. The Baggar Dona River a wide mouth where Boyer Char
formed. In order to arrive at a comprehensive solution to the drainage
problem and to study various options for drainage improvement and
structure location, SWMC was contracted by the Main Consultants (CDP/Haskoning)
of the Char Development and Settlement Project (CDSP) to carry out
relevant mathematical modelling. The objectives of mathematical modelling study are : support the Feasibility Consultant and decision
makers to understand the causes of drainage congestion in the Baggar
Dona area, and identify the size and location of the regulating
structure and comparative benefit of the location to overcome/reduce
the problem in a comprehensive way. Major outputs of the modelling exercise consists of the
following: A one-dimensional mathematical model was developed
for the project area using MIKE 11 river modelling software; Using the model and design hydrometeorological
events, optimum size of the regulators and drainage channels to
mitigate water logging in the area were assessed through a series of
simulations of the project model studying different options; Inundation maps showing the area of different
classes of land (F0, F1, F2 & F3) under the existing situation and
different options weregenerated to indicate the extent of benefit with
respect to drainage improvement due to the implementation of the
project;
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