Abstract:
The Kirtankhola River is a meandering river in Bangladesh's southern region where the
second-largest river port in the country is situated. It has a tendency to erode and its flow
contains huge amounts of sediment. In order to identify the hydrodynamic alterations and
related morphological changes of the Kirtankhola River, a hydromorphological study of
the river is essential. In this study, hydrodynamic and morphological behaviour of
Kirtankhola River is assessed by developing a two - dimensional model using Delft3D
and Image Analysis using ArcGIS respectively. The selected reach for developing the
Delft3D model is approximately 19.2 km from the downstream of Arial Khan River (u/s)
to Barishal Launch Ghat (d/s). The model is calibrated against the observed water level at
Barishal Launch Ghat for the months of June-September, 2010. Then it is validated at the
same place for the months of June-September, 2022. After calibration and validation, the
model is simulated for both of the years and used to study the hydrodynamic and
morphological behaviour of the study area. Following that, an assessment is made of the
morphological features, including quantification of bed shear stress and critical shear
stress. In order to conduct image analysis of the study area, we obtained Landsat images
spanning 23 years, divided into 3-year intervals: 2000, 2003, 2006, 2009, 2012, 2015,
2018, 2021, 2023. All the images have been downloaded from USGS EarthExplorer. The
findings from the image analysis indicate significant accretion and erosion in different
regions, with accretion facilitating Chars' growth while erosion contributes to bank
shifting. Erosion occurs annually, with 2009 being the most significant. Area-1(at Char
Monai near At Hazar) experienced significant accretion, while Area-2(opposite bank of
Char Baria Riverside) experienced erosion, surpassing accretion by nearly fourfold.
Major erosion occurred in 2012-2015 in Area-2. The bed shear stress data from 2010 and
2022 was analyzed using five observation points on the Delft3D model. In 2010, the
maximum stress was 0.5377 N/m2
, and the average shear stress was 0.3277 N/m2
. In
2022, the maximum stress was 0.9315 N/m2
, and the average shear stress was 0.7603
N/m2
. The critical shear stress was 0.185 N/m2
. It is evident from the model that the
maximum and average bed shear stress exceeded the critical shear stress, indicating
erosion is occurring. However, some contradictions between the outputs of the ArcGIS
study and the Delft3D model were found due to the inadequacy of the required data.
Apart from all the limitations, we hope our findings from this assessment will be helpful
to understand the overall hydro-morphodynamic behaviour of the river and suggest
possible future development works to be implemented on this river through further
modifications.
