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ISSN No. 2454-6186 | DOI: 10.47772/IJRISS | Volume IX Issue XI November 2025
Climate Change Adaptation of Laksam Municipality: A Planning
Framework for Sustainable Urban Stormwater Management (SUSM)
Mohammed Saiful Islam
Town Planner, Sreepur Municipality, Local Government Division, Ministry of Local Government, Rural
Development and Cooperatives, Government of the People’s Republic of Bangladesh
DOI: https://dx.doi.org/10.47772/IJRISS.2025.91100394
Received: 21 November 2025; Accepted: 28 November 2025; Published: 12 December 2025
ABSTRACT
Laksam Municipality in Bangladesh, a floodplain area, is vulnerable to the effects of climate change, including
seasonal floods due to excessive rainfall and rising water levels. A Sustainable Urban Stormwater Management
(SUSM) planning framework is crucial for climate change adaptation in municipalities, focusing on
environmental and social benefits alongside traditional drainage concerns, ensuring inclusive urban stormwater
management. The study aims to create a comprehensive, practical framework for sustainable stormwater
solutions in the municipality to mitigate climate change risks and improve urban resilience. The author used a
three-step process to write this paper: identifying the watershed characteristics and assessing the existing storm
drainage system, rainfall patterns analysis, and drainage priority setting based on multiple factors for the citys
drainage network and flood-prone area management. Factors like physical feature surveys, GIS data, land use
and structural density, drainage basins and sub-basins, drainage outfalls, potential flood-prone areas, and
stakeholder consultation are considered for community participation. However, the implementation of
sustainable stormwater management approach in third-world urban context is challenging due to socio-cultural
dynamics and slow development. Understanding the capabilities, trade-offs, and synergies of the existing storm
drainage system is essential to overcoming these challenges. Non-regulatory interventions like education and
participatory planning can help raise awareness about SUSM’s benefits. The research concludes by emphasizing
the necessity of implementing a thorough approach to the SUSM framework in order to improve water quality,
build a sustainable urban environment, and increase Laksam Municipality’s resistance to floods.
Keywords: climate change, drainage network, municipality, stormwater, sustainable.
INTRODUCTION
Bangladesh ranks seventh on the 2021 World Climate Risk Index [1], highly vulnerable to climate change due
to its flat topography and flat terrain. Climate-induced natural disasters, such as tropical cyclones, floods,
droughts, and sea-level rise, exacerbate socioeconomic stress and hinder human well-being. Besides, a floodplain
region in Bangladesh, Laksam Municipality is vulnerable to the consequences of climate change, such as
seasonal floods brought on by high rainfall and rising water levels. Despite being a global pioneer in climate
adaptation, Bangladesh is working to build resilience and adapt to climate change impacts. However, the rapid
rate of urban expansion and the physical development that has followed it in recent years have caused hard
surfaces to supplant the natural drainage system
in Laksam Municipality. Consequently, the rate of growth of these hard surfaces and the effects of climate change
have contributed to the municipality's urban floods [2]. Nevertheless, there hasn't been enough focus on how the
loss of green space and the natural environment affects the frequency of urban floods. Thus, the construction and
desilting of sewers and the potential for efficient solid waste management to reduce the frequency and intensity
of urban floods remain central to Laksam's flood mitigation strategies. Yet, flood mitigation measures have not
been able to adequately control or manage the nation's urban floods, including those in the Laksam Municipality.
Therefore, Sustainable Urban Stormwater Management (SUSM) planning framework, which prioritizes social
and environmental advantages in addition to conventional drainage issues, is essential for municipalities adapting
to climate change and ensuring inclusive urban stormwater management.
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Sustainable stormwater management in urban areas presents several challenges, necessitating innovative
approaches [3]. Traditional methods, such as retrofitting sites with green infrastructure, are less effective in areas
with impervious pavement. Traditional engineering solutions in stormwater collection systems are outdated due
to non-point source pollution, flooding, and poor waterway conditions. To achieve sustainable objectives,
traditional engineering approaches must be altered [4]. As urban water resources face increasing pressures, the
need for sustainable stormwater management in various contexts is pressing, necessitating effective and efficient
stormwater management.
Waterlogging in Laksam Municipality is primarily due to urban land development trends, such as filling low
lands, encroaching on natural drainage, and lack of outfalls. As the city’s paved area grows, less open space
allows water from various sources to infiltrate, worsening the drainage situation. To address this, Laksams
municipal drainage system should use both structural and non-structural methods, balance supply and demand,
and create a sustainable urban drainage system while considering technical standards and reducing costs [5].
Therefore, the purpose of this study is to explore how sustainable urban stormwater management might be used
as a strategy for climate adaptation in Laksam Municipality.
LITERATURE REVIEW
The effects of climate change are becoming increasingly noticeable on a global scale. Rising global average
temperatures, changed rainfall patterns, and a rise in the frequency of extreme weather events are just a few of
its effects. The United Nations Framework Convention on Climate Change (UNFCCC) defines climate change
as “a change of climate attributed directly or indirectly to human activity that modifies the composition of the
global atmosphere and which is in addition to natural climate variability observed over comparable periods” [6].
As a result, the phenomenon has both natural and man-made causes. The effects of climate change have
profoundly changed the ecology, livelihoods, and general urban landscape everywhere in the world. The areas
most vulnerable to climate change are towns and cities. This emphasizes the pressing need to put adaptation and
mitigation plans into place that might improve the environment and the quality of life in these regions while
reducing their vulnerability to climate change.
A healthy urban environment is essential to a comfortable urban living. Significant changes in the hydrology and
environment of cities have resulted from the continual growth of impermeable areas brought on by highdensity
construction, fast urbanization as well as climate change in recent years [7]. Urban stormwater management
(USM) faces significant issues as a result of these changes, which include decreased stormwater infiltration,
increased stormwater runoff, decreased groundwater recharge, and ongoing escalation of non-point source
pollution [8]. Along with all other urban services and amenities, a well-designed urban drainage system is one
of the most crucial elements of a respectable urban environment [5]. It is essential to citizens' daily lives as well
as the natural implications. Improper drainage of stormwater can result in waterlogging, inconvenience,
infrastructure damage, and health risks. In light of these difficulties, conventional technical approaches to USM
are becoming more widely acknowledged as inappropriate due to their lack of environmental sustainability. An
alternative adaptive strategy for reducing the long-term effects of urbanization and climate change, such as
increased frequency of extreme weather events like heatwaves, droughts, and floods, as well as other threats to
people and the environment, is green infrastructure-based sustainable urban stormwater management (SUSM)
[9]. Thus, to attain best management practices, a comprehensive and integrated SUSM framework is required.
Sustainable urban drainage systems (SUDS), stormwater best management practices (BMPs), green
infrastructure (GI), low impact development (LID), and water sensitive urban design (WSUD) are some of the
SUSM concepts that have surfaced in industrialized nations in recent decades [10]. Although the scope and
context of these ideas varies, they usually seek to reduce the adverse effects of excessive urban stormwater and
try to restore natural hydrological processes through the use of wetlands, rain gardens, permeable pavements,
green roofs, and other techniques. According to scholarly and applied research, these SUSM strategies can have
positive social, economic, and environmental effects [11]. Additional benefits of SUSM include improved public
health, recreational value, ecological conservation, and the aesthetic appeal of constructed spaces [10]. To help
decision makers identify the main functions, operational performances, and extended advantages of various
aspects, a thorough evaluation framework for SUSM must be established. A trustworthy and appropriate
comprehensive evaluation procedure and methods can also expedite the assessment process and significantly cut
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down on the time and expense involved in decision-making. Developed nations can provide valuable insights
and experience that can aid other regions in developing more scientific SUSM strategies [10]. Therefore, urban
local flooding caused by conventional drainage is a major concern for the Laksam Municipality. The
municipality’s transition to a resilient and sustainable environment has thus been made possible by the
implementation of SUSM, and Laksam Municipality would be benefited from this in a number of ways, including
social, economic, and environmental ones.
Objective Of the Study
The study’s main objective is to provide a thorough, workable framework for the Laksam municipalitys
sustainable stormwater solutions in order to reduce the hazards associated with climate change and enhance
urban resilience. In order to determine the effectiveness of the current drainage facilities and identify future
drainage needs, this paper aims to: identify the watershed characteristics of the Laksam Municipality and
evaluate the storm drainage system; analyze rainfall in order to provide recommendations for sustainable urban
drainage systems and flood control related improvements for all or a portion of an evolving watershed; and
indicate a drainage priority setting based on multiple factors for the city’s drainage network and flood-prone area
management.
These can offer guidance on how to integrate stormwater runoff and artificial drains via secondary and main
drains, followed by natural streams, to construct the municipality’s drainage system economically. In order to
prevent roads, houses, and other properties from flooding during severe storms without contaminating the
waterbodies downstream in the Laksam Municipality, they will all continue to function as a single, integrated
system. As a result, preserving the municipal sustainable stormwater drainage infrastructure will provide friendly
reactions to a stronger climate response. It has the potential to offer multiple benefits, including sustainable urban
stormwater management (SUSM), and will improve urban floods and waterlogging risk management in a manner
that is more beneficial than traditional approaches.
The Study’s Methodology
This paper has been written using a three-step process. The author started by determining the features of the
watershed and evaluating the Laksam Municipality’s existing storm drainage system. The physical feature survey
and relevant GIS data and information obtained from various sources, such as the Bangladesh Meteorological
Department, Development Design Consultants Ltd. (DDC), the Planning Section of Laksam Municipality, the
Soil Resource Development Institute (SRDI), etc., served as the basis for the assessment. The site, topography,
surface and stormwater flow directions, municipal parameters, present drainage systems, and current and
prospective land use circumstances are summarized in the drainage characteristics that follow. The geographical
evaluation forecasts future drainage needs and evaluates the effectiveness of the current stormwater drainage
system using data. The investigation of rainfall patterns comes next. Using rainfall pattern analysis,
representative features have been initiated in order to create a sustainable urban drainage system that is both
dependable and reasonably priced for the management of stormwater in the Laksam Municipality. A model
stormwater discharge and a hydraulic assessment of the stormwater drainage system are formed using the
resulting design storms. Additionally, the HEC-HMS hydrologic computer model developed by the U.S. Army
Corps of Engineers has been used to calculate runoff from each sub-basin in this phase. This model calculates
the expected peak flows from each municipality sub-basin using the Input Parameters, Basin Delineation, and
Model Parameters. Each sub-basin’s peak flows are calculated for occurrences with frequencies of 10, 25, 50,
and 100 years. Multi-criteria-based priority setting for the municipality’s drainage network and flood-prone area
management is hinted at in the final phase. The author has considered a variety of elements, such as the location
of waterlogging regions, adjacent present land use, and structure density, while determining the drainage
network’s priority setting in the city. Furthermore, a 100-meter buffer for the Dakatia River and a 20-meter buffer
for the canals from the centerline, respectively, have been established to define the adjacent land use patterns of
the river and natural canals. Furthermore, urbanization modifies natural hydrologic and water quality response
of the watershed. Therefore, based on the vulnerability and risk assessment of the flood prone areas, the author
illustrates a flood-prone area management procedure as well to reduce the exposure to floods of the municipality.
The three-step planning framework used to illustrate the present study’s methodology is showed in Figure 1
below.
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Figure 1: A planning framework of the proposed three-step Methodology
Sustainable Urban Stormwater Management (Susm) Of Laksam Municipality
Rising temperatures, intense rains, and tropical cyclones are predicted to significantly impact Laksam
Municipality's urban core, leading to increased rainfall, river floods, and extreme heat. Flash flooding is expected
during the monsoon season, affecting fisheries, water supplies, drainage, waterlogging, urban transportation
infrastructure, community health, and energy supply. The deterioration of infrastructure and environment,
including waterbodies, water supplies, and biodiversity, increases the population's susceptibility to these effects.
The rise in temperature will also affect bituminous roads, increasing the need for water. The destruction of
temporary dwelling constructions and disruption of infrastructure, such as road communication, will further
strain low-income households. Sustainable Urban Stormwater Management (SUSM) is crucial for climate
change adaptation in Laksam Municipality, identifying remedial measures for waterlogging, stormwater quality,
and flood risk management, and guiding new land development.
First Phase: Watershed Characteristics and Existing Storm Drainage System
The existing land use, topography, major drainage basins and sub-basins of Laksam Municipality, soil and
climatic conditions, and existing drainage infrastructure are all displayed using data in the first phase.
Existing Land use
With nine wards and 1,02,562 inhabitants altogether, the Laksam Municipality is 19.63 square kilometres
(4851.31 acres) in size [12]. Due to the dominance of agriculture, the municipality is not flawless. The city has
Existing land use conditions, climate, soil condition, topography,
and existing drainage facilities, i.e. existing watersheds, existing
natural and mad-made drains etc.
Major Drainage Basins and Sub-basins.
Rainfall pattern analysis is applied to generate a dependable and
affordable stormwater drainage system for Laksam Municipality,
along with hydraulic analysis and model stormwater runoff
preparation.
Preparing a Drainage
Outfalls Map
HEC-HMS Model
Phase I
Watershed Characteristics and
Existing Storm Drainage system
Phase II
Rainfall Pattern Analysis
Adjacent Land use Map
Structural Density Map
Phase III
Multi-criteria-based
Drainage Priority and Flood-
prone Area Management
Multi-criteria-based
Drainage Network Plan
Ward-wise Vulnerability Map
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been known as a railway junction since the early nineteenth century. At now, however, its water body occupies
710.29 acres (Table 1), which represents 14.64% of its total land use [12]. The current municipal land utilization
is shown in Figure 2.
Figure 2: Existing Land use of the Laksam Municipality
Table 1: Existing Land use of the Laksam Municipality
Land use
Area (Acre)
%
Agricultural Zone
1654.78
34.11
Circulation Network
176.76
3.64
Commercial Zone
57.39
1.18
Community Facilities
23.48
0.48
Education & Research Zone
45.50
0.94
Government Office
17.63
0.36
Health Services
9.81
0.20
Historical & Heritage Site
1.50
0.03
Industrial Zone
43.32
0.89
Miscellaneous
15.40
0.32
Mixed Use Zone
21.24
0.44
Open Space
12.09
0.25
Recreational Facilities
3.41
0.07
Residential Zone
1936.22
39.91
Restricted Area
0.81
0.02
Source: Author, 2025, based on Laksam Pourashava Master Plan (2020-2040).
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Transportation Facilities
117.59
2.42
Utility Services
4.09
0.08
Waterbody
710.29
14.64
Total
4851.31
100.00
Source: Physical Feature Survey, 2019 (Master Plan, 2020).
Hydrology
By using the knowledge gained from the past, the Municipality hopes to get ready for the future. The city has
previously experienced floods. Significant floods have occurred in the municipality several times, most notably
in 1988, 1992, and 1998 [12]. The area is often affected by a number of small floods throughout the years, which
can sometimes affect both smaller and larger portions of the Municipality's low-lying districts. From north to
southwest, the Dakatia River traverses the western part of the city. Table 2 illustrates the Laksam Municipality's
hydrology.
Table 2: Hydrology of the Laksam Municipality
Type
No.
Total length (km)
Covered area (acre)
Average depth (m)
River
01
7.10
47.37
9.00
Pond
1168
-
467.32
1.70
Ditch
342
-
95.91
1.20
Natural canal
17
25.75
94.66
3.70
Irrigation canal
05
1.70
2.36
2.20
Beel
01
-
2.67
0.32
Source: Physical Feature Survey, 2019 (Master Plan, 2020).
Climate
The climate of Laksam Municipality is moderate, with short winters and long, dry, and rainy summers. Northern
winds from the Himalaya/Meghalaya Range and moist marine air masses from the Bay of Bengal both affect the
climate. With a maximum monthly precipitation of 2500mm and an average annual rainfall of 2000mm,
precipitation mostly accumulates during the summer and monsoon seasons. The backwater conditions of the
Meghna and Gomati Rivers cause high water in the south section of the Dakatia River. Waterway flow is
decreased in the summer due to increased irrigation and a lack of precipitation. Only two rainfall episodes occur
per year; July and August see no discernible precipitation. The average monthly temperature is between 12°C to
36°C, and high weather frequently evaporate potential runoff. Table 3 displays the average rainfall and
temperature for Laksam Municipality.
Source: Bangladesh Meteorological Department, 2019.
Existing Watersheds
The three features – the pond, ditch, and beel – help to partially prevent flooding in the area by retaining rainfall
during the monsoon. The Laksam Municipality is surrounded by watershed regions (Figure 3). Nonetheless,
Table 4 shows that the city's watersheds cover 565.90 acres in total.
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Figure 3: Watersheds of Laksam Municipality
Table 4: Watersheds Areas
Zone
Ward No.
Area in acre
Pond
Ditch
Beel
Zone 1
01
65.98
4.48
2.67
02
3.21
4.11
0.00
04
6.51
3.44
0.00
05
12.95
1.80
0.00
Zone 2
01
0.00
5.23
0.00
04
7.01
6.13
0.00
05
27.47
1.89
0.00
06
61.86
1.02
0.00
07
38.14
3.86
0.00
Zone 3
04
3.97
4.74
0.00
07
18.35
9.46
0.00
08
24.66
3.43
0.00
09
4.44
3.58
0.00
Zone 4
01
4.01
2.08
0.00
02
71.62
10.15
0.00
03
28.34
6.81
0.00
04
9.13
2.07
0.00
08
34.40
10.20
0.00
09
45.27
11.43
0.00
Total
467.32
95.91
2.67
Source: Physical Feature Survey, 2019 (Master Plan, 2020).
Source: Author, 2025, based on Laksam Pourashava Master Plan (2020-2040).
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Existing Man-made Drain
Natural open canals drain the Municipality’s stormwater runoff via the watersheds. The majority of runoff from
populated regions, particularly in the centre, covers open drains. After passing via various drains, runoff
eventually empties into the Dakatia River and the surrounding lowlands and canals (Figure 4). The present
municipal storm drainage system configurations with man-made drains are displayed in Table 5.
Table 5: Man-made Drains
Zone
Man-made Drain (meter)
No. of Bridge
No. of Culvert
Zone 1
2143.84
14
23
Zone 2
10228.63
12
16
Zone 3
9599.70
20
10
Zone 4
5562.59
13
56
Total
27534.76
59
105
Source: Physical Feature Survey, 2019 (Master Plan, 2020).
Figure 4: Existing Man-made Drains
Major Basins in Laksam Municipality
The primary drainage basins are delineated by the boundary line established by the railway and the primary
drainage channels that are already within the municipality. Both the drainage channels and the watersheds they
link to are naturally occurring. The zones that face Cumilla, Chandpur and Manoharganj, Noakhali and
Chattogram, and Kashinagar are designated as Zone 1, Zone 2, Zone 3, and Zone 4, respectively. Because they
include areas that instantly discharge into the main streams, progressively pass through all of the city’s canals,
and finally empty into the Dakatia River (Figure 5), four important drainage basins are emphasized (Figure 6).
Tables 6 and 7, respectively, include the length and direction of the natural rivers and canals as well as the names
and locations of the major basins.
Source: Author, 2025, based on Laksam Pourashava Master Plan (2020-2040).
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Table 6: Natural Canals and River in the Major Drainage Basins (Length in Km.)
Major Drainage Basin
Name of the Natural Canal and River
Length
Flow Direction
Zone-1: Towards Cumilla (Z1)
Dakatia River (part)
3.10
North to South
Mishri Samaspur Canal
0.77
East to West
Sreepur Canal
0.24
East to west
Uttar Laksam Nasratpur Canal
0.46
East to West
Zone-2: Towards Chandpur
and Manoharganj (Z2)
Dakatia River (part)
4.00
East to West
Zila Parishad Canal
0.43
West to East
Batakhali Canal
1.49
North to South
Pashchimgaon Hazari Canal
3.50
North to South
Suruj Canal
2.51
Southwest to Northeast
Chaltatoli Canal
1.10
South to North
Dakkhin Laksam Canal
0.62
North to South
Zone-3: Towards Noakhali and
Chattogram (Z3)
Dhamaicha Canal
0.33
East to West
Uttarkul Canal (part)
0.77
Southeast to Northwest
Kadra Canal (part)
0.25
South to North
Zone-4: Towards Kashinagar
(Z4)
Uttarkul Canal (part)
1.60
Southeast to Northwest
Kadra Canal (part)
1.40
East to Northwest
Colara Canal
2.21
East to West
Kumardoga Canal
0.62
North to South
Jashpur Canal
2.79
Northeast to Southwest
Changanz Bazar Canal
0.17
East to West
Fatahpur Canal
4.49
South to North
Source: Physical Feature Survey, 2019 (Master Plan, 2020).
Figure 5: River and Canals in Laksam Municipality
Source: Author, 2025, based on Laksam Pourashava Master Plan (2020-2040).
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Table 7: Major Drainage Basins in Laksam Municipality
Name of Major Drainage Basins
Covered Area (acre)
Covered Area (sq.km)
Zone-1 Towards Cumilla (Z1)
802.56
3.25
Zone-2 Towards Chandpur and Manoharganj (Z2)
1361.77
5.51
Zone-3 Towards Noakhali and Chattogram (Z3)
546.68
2.21
Zone-4 Towards Kashinagar (Z4)
2140.30
8.66
Total
4851.31
19.63
Source: Physical Feature Survey, 2019 (Master Plan, 2020).
Figure 6: Major Drainage Basins of Laksam Municipality
Sub-basins in Laksam Municipality
The sub-basin region is the watershed where runoff is thought to go to a single discharge point. It is considered
a region. The four zones of the Laksam Municipality have twenty-one sub-basin areas (Table 8). To improve the
demonstrating analysis and make it simpler to find any drainage problems and improvements, each major basin
was then split up into smaller basins. Numerous sub-basins, particularly in the Z2 and Z3, are smaller than 20
acres due to the presence of river and railway crossings. For sub-basins larger than 20 acres, Z2 is classified as
a Beel. Since the amount of impervious surface areas has a significant impact on runoff rates and volumes and
the quantity of impervious surfaces is mostly a consequence of zoning intensity, defining sub-basins with largely
consistent land uses enables more meaningful runoff. A single storm drain outfall should be the primary
destination for all of the sub-basin's flow. The canal often receives a large number of sometimes murky discharges
from sub-basins next to larger streams. Nonetheless, it is frequently assumed that sub-basins that empty into
drainage channels do so at a single outfall into the river. The locations of such sub-basins are depicted in Figure
7.
Source: Author, 2025, based on Laksam Pourashava Master Plan (2020-2040).
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Table 8: Sub-basins according to covered Area and Zone
Zone
No. of Sub-basin
Range of Area (acre)
10 to 20
5 to 10
2 to 5
Z1
05
01
02
02
Z2
06
04
02
Z3
01
01
Z4
09
03
03
03
Total
21
04
09
08
Source: Physical Feature Survey, 2019 (Master Plan, 2020).
Figure 7: Location of Sub-basins
Second Phase: Rainfall Pattern Analysis
In order to illustrate a planning framework for sustainable stormwater management system for Laksam
Municipality, the second part of the present study uses rainfall pattern analysis to formulate typical stormwater
runoff and screening hydraulic analysis.
Source: Author, 2025, based on Laksam Pourashava Master Plan (2020-2040).
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Analyzing Runoff
The hydrologic computer model, HEC-HMS, developed by the U.S. Army Corps of Engineers, is used to
calculate runoff from each sub-basin. The predicted peak flows from each sub-basin are calculated using the
model parameters, basin delineation, and input parameters. Peak flows in each sub-basin are calculated for
frequency events that occur 10, 25, 50, and 100 years apart.
Calibration of Flow
Using flow monitoring data collected from four locations around the town, an effort was made to calibrate model
flows to measure values. The figures (Figures 8-10) below compare the uncalibrated HEC-HMS model with the
reported peak flows. In a perfect calibration, the recorded Peak Flow would coincide with the highest value
(peak) between two observation points. Every image has a tabular explanation that separates the data by basin
(Tables 9-12). The HEC-HMS model underestimated the greater peak flows in the basin but did well for the
smaller rain events. Here are the specifics.
Calibration of Basin Flow
When calibrating data values related to rainfall, stormwater, washing, and bathing water, the HEC-HMS Model
gives guidance and influences the data flow from higher to lower order in accordance with the contour line (land
level). Furthermore, the parameter that displays the average value is the time factor. The minimum flow analysis
consideration needed to run the model is -1 if there isn’t any significant congestion in the vicinity.
Here, the necessary change is either positive or negative: Bulk Rainfall + Space + Flow Canal + Time Duration.
Additionally, except for a borrow pit where rainwater pools for a period without causing congestion, a negative
average value means that there is no drainage congestion in the basin.
Figure 8: Z1 Basin Flow Calibration towards Cumilla
Source: DDC, 2020 & Master Plan, 2020, based on Physical Feature Survey, 2019.
Table 9: Basin/Dancer Outfall, Zone 01
Time
Measured Flow
Uncalibrated HEC-HMS Flows
% Flow Change Needed
8/6/19 7:00
10.4
13
2
8/8/19 8:00
14.4
14
3
8/12/19 15:00
17.7
26
-47
8/14/19 11:00
65.1
36
45
8/17/19 12:00
48.1
21
56
8/18/19 11:00
17.7
25
-41
8/20/19 9:00
21.2
26
23
8/21/19 13:00
27.1
27
0
Average = 5%
Source: DDC, 2020 & Master Plan, 2020, based on Physical Feature Survey, 2019.
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Figure 9: Z2 Basin Flow Calibration towards Chandpur and Manoharganj
Source: DDC, 2020 & Master Plan, 2020, based on Physical Feature Survey, 2019.
Table 10: Basin/Dancer Outfall, Zone 02
Time
Measured Flow
Uncalibrated HEC-HMS Flows
% Flow Change Needed
8/10/19 10:00
29.9
33
-22
8/11/19 10:30
38.4
42
10
8/13/19 11:30
42.8
80
-87
8/16/19 11:00
57.0
48
16
8/21/19 10:30
42.8
48
-12
8/24/19 13:50
47.7
72
-51
8/27/19 14:50
55.7
73
-31
8/29/19 15:00
53.2
46
-11
Average = -24
Source: DDC, 2020 & Master Plan, 2020, based on Physical Feature Survey, 2019.
Figure 10: Z3 Basin Flow Calibration towards Noakhali and Chattogram
Source: DDC, 2020 & Master Plan, 2020, based on Physical Feature Survey, 2019.
Table 11: Basin/Dancer Outfall, Zone 03
Time
Measured Flow
Uncalibrated HECHMS Flows
% Flow Change Needed
8/7/19 11:30
9.34
1
67
8/9/19 11:00
8.40
4
88
8/15/19 10:30
15.70
8
14
8/19/19 13:50
16.40
8
70
8/22/19 14:50
17.10
60
31
8/23/19 12.00
16.50
55
42
8/25/19 10.30
19.20
65
63
8/26/19 11.00
20.40
9
60
Average = 54%
Source: DDC, 2020 & Master Plan, 2020, based on Physical Feature Survey, 2019.
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Table 12: Basin/Dancer Outfall, Zone 04
Time
Measured Flow
Uncalibrated HEC-HMS Flows
% Flow Change Needed
8/7/19 11:00
9.34
2
65
8/9/19 11:20
8.40
4
80
8/15/19 10:20
15.70
7
15
8/19/19 13:30
16.40
9
68
8/22/19 15:00
17.10
61
30
8/23/19 12.30
16.50
56
40
8/25/19 10.00
19.20
63
61
8/26/19 11.30
20.40
9
58
Average = 52%
Source: DDC, 2020 & Master Plan, 2020, based on Physical Feature Survey, 2019.
It has been demonstrated that the measured flow, uncalibrated HEC-HMS flows, and the percentage of flow
change required for Zones 03 and 04 are almost the same. The Z4 Basin Flow Calibration has not been displayed
individually as a result. Furthermore, Figures 11–14 showing the flow direction in each zone have been created
based on the flow calibration of those four basins.
Figures 11-14: Flow Direction of 04 Zones
Source: Author, 2025, based on Laksam Pourashava Master Plan (2020-2040).
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Drainage Outfalls System
Figure 15: Drainage Outfalls of Laksam Municipality
Drain surface runoff from different areas of the city, the Laksam Municipality created its natural canals by
following the earth’s natural slope without the aid of humans. Highlying regions give way to low-lying ones.
Every man-made drain in the city empties into the Dakatia River and natural canals. Some canals plunge directly
into the river, while others are connected to other canals and eventually flow into it. Due to road encroachment,
the Pashchimgaon Hazari canal is disconnected from the Dakatia River; the Dhamaicha and Changanj Bazar
canals are the only canals lacking an outfall point. As a result, a watershed tributary to a major waterway, such a
river, is frequently the focus of an outfall system in the city's drainage network. Three outfalls have been
identified in the municipality as a result of runoff study, flow calibration, and basin flow calibration (Figure 15).
One is in Zone-01, while the other two are in Zone-02 for stormwater runoff and smooth surface water
Final Phase: Multi-Criteria-Based Drainage Priority and Flood-Prone Area Management
The drainage network’s priority setting in the Laksam Municipality has been established by considering the
nearby land use patterns of the river and natural canals, structure density, and flood-prone areas.
Source: Author, 2025, based on Laksam Pourashava Master Plan (2020-2040).
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Adjacent Land use
Figure 16: Land use category of 20-meter buffer for Canals and 100-meter buffer for River
The canals neighboring land use pattern has been thought to be delineated by a 20-meter buffer from the
centerline. The nearby current land use features are represented by the 20-meter buffer on both sides of the land
use (Figure 16). There are now about fifteen contiguous land use types. All of the land uses fall into two main
land use categories: constructed area and non-built area. Built-up areas have more surface runoff than non-built-
up areas due to their lower imperviousness. Non-built-up land uses include agricultural double and triple crops,
open areas, waterbodies, and vacant land. Soil water perviousness is higher in non-built-up regions than in built-
up areas. As a result, the percentage of constructed land adjacent to canals indicates its impermeability and
increases the amount of runoff on the canals during the monsoon season; without these, the built-up area is more
severely affected by waterlogging because of an inadequate drainage system, so the percentage of adjacent
undeveloped land is an important factor in determining the priority of the drainage network. Table 13 shows the
land use category for the 20-meter canal buffer and the 100-meter river buffer.
Table 13: Percentage of built land use for 20-meter buffer for Canals and 100-meter for River
Sl. No.
Canal and River
Adjacent Land use
Build-up Area (%)
Adjacent Land use
Non-Buildup Area (%)
1.
Batakhali Canal
60
40
2.
Chaltatoil Canal
86
14
3.
Colara Canal
33
67
4.
Dakkhin Laksam Canal
75
25
5.
Dhamaicha Canal
85
15
6.
Fatapur Canal
70
30
7.
Hazari Canal
58
42
8.
Jashpur Canal
46
54
9.
Kadra Canal
55
45
10.
Kumardoga Canal
75
25
11.
Mishri Samaspur Canal
40
60
Source: Author, 2025, based on Laksam Pourashava Master Plan (2020-2040).
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12.
Sreepur Canal
60
40
13.
Suruj Canal
65
35
14.
Uttar Laksam Nasratpur Canal
65
35
15.
Uttarkul Canal
74
26
16.
Zila Parishad Canal
81
19
17.
Changanj Bazar Canal
18
82
18.
Dakatia River
64
36
Source: Based on the Land use Survey, 2019 (Master Plan, 2020).
Structural Density
The structural density of the entire municipality is not consistent. The density is high in several parts of the
Municipality. The drainage network is vulnerable in places with a high density of structures. Canal watersheds
with a high structural density are susceptible to drainage problems. In order to address drainage issues, focus has
been given to canals with a high structural density area. Figure 17 shows the structural density of the
Municipality, with red denoting higher densities and blue sections reflecting low densities.
Weighted Overlay
The output of each criterion is reclassified into a ranking of 1 to 10 (index value) in order to determine the
stormwater drainage priority based on several criteria. Nearby land uses with a high percentage of developed
area are given higher index values. A higher structural density is correlated with a better ranking value. In the
same manner, canals with a higher index value are those that are closer to waterlogging regions, whilst those that
are farther away have a lower index value. A weighted overlay has been calculated using ArcGIS software,
considering every criterion. Nearby land use has been given the highest weight since it is the most important
factor to be considered. The neighboring land utilization has been given more weight than the structure density
and distance of the waterlogging area.
Here, Weighted Index (WI) = Adjacent Land use*0.60 + Structure Density*0.20 + Distance of
waterlogging*0.20
Source: Author, 2025, based on Laksam Pourashava Master Plan (2020-2040).
Figure 17: Structural Density
Figure 18: Multi-criteria-based Priority
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Flood-prone Area Management
Due to flood-prone area management of the municipality, a Ward-wise Vulnerability Map (Figure 19) has been
prepared conducting environmental survey considering existing land use conditions, climate, soil condition,
topography, existing drainage facilities as well as focus group discussions among the local stakeholders.
After vulnerability calculation, most vulnerability has found in the Ward No. 1 and 9 (main causes are Flash
water, Flood and Waterlogging). Second highest vulnerable (Mid vulnerable) is Ward No. 2, 4 and 6 (main cause
is Water scarcity problem). Third highest vulnerable (Low vulnerable) is Ward No. 3 and 8. And least
vulnerability founds in Ward No. 5 and 7. Those Wards are more exposed to waterlogging problems. The Laksam
Municipality’s ward-by-ward vulnerability is displayed in Table 14.
Table 14: Ward-wise vulnerability
SL No.
Ward No.
Cause of Vulnerability
Status
1.
Ward No. 1
Flash water and water logging
Most vulnerable
2.
Ward No. 2
Water scarcity problem
Mid vulnerable
3.
Ward No. 3
Flash water and water logging
Low vulnerable
4.
Ward No. 4
Water scarcity problem
Mid vulnerable
5.
Ward No. 5
Least vulnerable
Least vulnerable
6.
Ward No. 6
Water scarcity problem
Mid vulnerable
7.
Ward No. 7
Least vulnerable
Least vulnerable
8
Ward No. 8
Flash water and water logging
Low vulnerable
9.
Ward No. 9
Flood and water logging
Most vulnerable
Source: Based on the Environmental Survey & Focus Group Discussions, 2020.
Figure 19: Vulnerability according to the Ward
Source: Author, 2025, based on Laksam Pourashava Master Plan (2020-2040).
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Drainage Network Plan
The Laksam Municipality’s drainage network design encompasses both major and minor drainage plans, as
indicated below:
Major Drainage Network Plan
The Municipality’s well-planned primary drainage network (Figure 20) would protect the urban area from
significant property damage, injury and loss of life from flooding. Hydrologic analyses provide the basis of this
network (80.59 Km) design. The study generally focuses on the main stem of the stream, identifying a floodplain
to mitigate the flood hazard, as well as to improve the safety and function of the stream.
In addition, a benefit-cost analysis has performed for reaching where structures have identified in the 30-year
floodplain to assist in the alternative selection process. The benefit has mainly measured in reduced flood
damages to present structures as a result of recognized improvements, though it is important to likewise identify
other intangible (or at least difficult to valuate) benefits consistent improved water quality, removal of street
flooding, public safety, aesthetics and recreation (either active recreation such as organized sports and individual
exercise, or passive recreation which may simply entail being in the open space). Time spent in an urban open
space for recreation offers the healthful benefit of an aesthetic and psychological reprieve from the urban
environment of Laksam Municipality.
Minor Drainage Network Plan
Grass swales, roadways, gutters, roadside ditches, storm drains, storm drain pipes, on-site detention, and runoff
reduction (e.g., reduced directly linked impermeable surfaces) are all included in the minor drainage network
Figure 20: Major Drainage Network Plan
Source: Author, 2025, based on Laksam Pourashava Master Plan (2020-2040).
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design. It also includes water quality facilities based on storage and transportation. As a result, the Laksam
Municipality’s minor drainage system (Figure 21) has thoughtfully planned to lessen community concerns about
localized floods and drainage issues. Additionally, a well-planned preliminary drainage system (218.27 km) for
the city would facilitate easy drainage, lower roadway maintenance costs, and limit disturbances to urban areas
ability to operate during stormwater runoff events.
The initial storm has been characterized as occurring once every two to ten years in the region that the manmade
drain serves. Additionally, the drainage system would drain a tributary that is no greater than 20 acres, according
to the minor drainage network design, because the runoff from that region would exceed the normal capacity of
those features within a street segment. Furthermore, the first method may be used with or without storm drains.
Furthermore, storm drains are required when the original system's other components are unable to handle more
runoff. However, the demand for storm drains may frequently be greatly decreased by combining a competent
primary drainage system with a well-planned street layout.
CONCLUSION
Laksam Municipality in Bangladesh faces extreme weather conditions, with moderate summers and cold winters.
Despite these challenges, the municipality has 17 natural canals and a river as its main source of stormwater
drainage. A planning framework for Sustainable Urban Stormwater Management (SUSM) can efficiently solve
municipal drainage problems. However, proper decisions must be made to balance demand and supply,
minimizing costs. Hence, in order to reduce the hazards associated with climate change and enhance urban
resilience, the present study intends to provide a thorough, workable framework for sustainable stormwater
solutions in the municipality. This paper was written using a three-step method that involved identifying the
watershed’s characteristics, assessing the current storm drainage system, examining rainfall trends, and
Figure 21: Minor Drainage Network Plan
Source: Author, 2025, based on Laksam Pourashava Master Plan (2020-2040).
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determining drainage priorities based on various factors for the city’s drainage network and flood-prone region
management. A number of factors are also taken into consideration including assessments of physical features,
GIS data, land use and structure density, drainage basins and sub-basins, drainage outfalls, possible flood-prone
locations, and stakeholder consultation. In light of the perpendicular distance between waterlogging hot spot
regions and river/canal networks, the study gives priority to natural canals that are closer to these places. Thus,
it can be determined that by putting in place a sustainable drainage system in accordance with the multi-
criteriabased priority network throughout the integrated drainage system construction, the Laksam Municipality
will enhance stormwater management and eradicate waterlogging. By simulating natural drainage patterns, this
system promotes stormwater infiltration, attenuation, and passive treatment. It may also be used to dig filter
trenches, maintain surfaces, avoid pollution, make swales, and establish bioretention areas. Moreover, a SUSM
may increase the resilience, adaptability, and sustainability of Laksam Municipality in addition to promoting
socio-economic growth.
However, socio-cultural complexities and slow growth make it difficult to execute a sustainable stormwater
management system in a third-world urban setting. Overcoming these obstacles requires an understanding of the
current storm drainage system’s capabilities, trade-offs, and synergies. Raising awareness of the advantages of
SUSM can be facilitated by non-regulatory measures like education and participatory planning. In conclusion,
by implementing a full SUSM framework, Laksam Municipality would enhance its resilience to floods, improve
the quality of its water, and provide a more sustainable and livable urban environment.
REFERENCES
1. MoEFCC, (2022). National Adaptation Plan of Bangladesh (2023‐2050), Ministry of Environment,
Forest and Climate Change, Government of the People's Republic of Bangladesh.
https://moef.portal.gov.bd/sites/default/files/files/moef.portal.gov.bd/npfblock/903c6d55_3fa3_4d24_a
4e1_0611eaa3cb69/National%20Adaptation%20Plan%20of%20Bangladesh%20%282023-
2050%29%20%281%29.pdf
2. Asare, P. (2021). Nature-Based Solutions (NBS) as an Urban Flood Mitigation Measure: The Case Study
of Ga East Municipality, Accra, Ghana (Publication No. 88792). Thesis for the degree of Master of
Science in Geo-information Science and Earth Observation, the Faculty of Geo-Information Science and
Earth Observation, the University of Twente, Enschede, The Netherlands.
http://essay.utwente.nl/88792/1/asare.pdf
3. Qiao, X.J., Kristoffersson, A., & Randrup, T.B. (2018). Challenges to implementing urban sustainable
stormwater management from a governance perspective: A literature review. Journal of Cleaner
Production, 196, 943952. https://doi.org/10.1016/j.jclepro.2018.06.049
4. Karamoutsou, L., Veliou, E., Kvernberg, E.B., & Psilovikos, A. (2024). Urban Stormwater Management:
A Sustainable Approach. Water, 16(15), 2089-2099. https://doi.org/10.3390/w16152089
5. LGD. (2018). Operational Handbook on Paurashava Drainage System Development. Strengthening
Paurashava Governance Project, Local Government Division, Ministry of Local Government, Rural
Development and Cooperatives, Government of the People’s Republic of Bangladesh.
https://www.jica.go.jp/Resource/project/english/bangladesh/003/materials/c8h0vm0000fgmnrz-
att/materials_13_en.pdf
6. UNFCCC (United Nations Framework Convention on Climate Change). (1995, March 28 April 7).
CONFERENCE OF THE PARTIES (COP). First session, Berlin, Germany.
https://unfccc.int/resource/docs/cop1/07a01.pdf
7. Locatelli, L., Mark, O., Mikkelsen, P. S., Arnbjerg-Nielsen, K., Deletic, A., Roldin, M., & Binning, P. J.
(2017). Hydrologic Impact of Urbanization with Extensive Stormwater Infiltration, Journal of
Hydrology, 544, 524-537. https://doi.org/10.1016/j.jhydrol.2016.11.030
8. Olang, L., and Fürst, J. (2011). Effects of land cover change on flood peak discharges and runoff volumes:
Model estimates for the Nyando River Basin, Kenya. Hydrological Process, 25, 8089.
https://doi.org/10.1002/hyp.7821
9. Demuzere, M., Orru, K., Heidrich, O., Olazabal, E., Geneletti, D., Orru, H., Bhave, A., Mittal, N., Feliu,
E., & Faehnle, M. (2014). Mitigating and adapting to climate change: Multi-functional and multi-scale
assessment of green urban infrastructure, Journal of Environmental Management,146, 107115.
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https://doi.org/10.1016/j.jenvman.2014.07.025
10. Wu, T., Song, H., Wang, J., & Friedler, E. (2020). Framework, Procedure, and Tools for Comprehensive
Evaluation of Sustainable Stormwater Management: A Review, Water 2020, 12, 1231-1258.
https://doi:10.3390/w12051231
11. EPA. (2010). Green Infrastructure Case Studies: Municipal Policies for Managing Stormwater with
Green Infrastructure, US Environmental Protection Agency: Washington, DC, USA.
https://www.scribd.com/document/514718476/Green-Infrastructure-Case-Studies
12. Master Plan. (2020). Laksam Pourashava Master Plan: 2020-2040. Local Government Engineering
Division, Ministry of Local Government, Rural Development & Cooperatives, Government of the
People’s Republic of Bangladesh