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Research Detail

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Sajal Kumar Adhikary*
Department of Civil Engineering, Khulna University of Engineering & Technology, Khulna, Bangladesh

Tanmay Chaki
Water Resources Planning Division, Institute of Water Modelling (IWM), Dhaka, Bangladesh

Mizanur Rahman
Water Resources Planning Division, Institute of Water Modelling (IWM), Dhaka, Bangladesh

Ashim Das Gupta
Water Engineering and Management (WEM), Asian Institute of Technology (AIT), Bangkok, Thailand

This study presents the state-of-the-art methodology for investigating the existing hydrogeological framework for delineating the underlying aquifer system and existing groundwater (GW) resource assessment in Lohagara Municipality of Narail district in Bangladesh. Numerous hydrogeological, lithological, hydrological, meteorological and other relevant data and information in the study area have been collected. A number of hydrostratigraphic columnar sections representing the extent of the aquifer system have been produced and yield properties of sediment formations are determined. The stripling distributions reveal that a productive aquifer exits beneath the study area with the alteration of a fine sand aquifer, aquitard and aquiclude layers. The analysis also demonstrates that two major (upper and lower) aquifers are present within the depth from 61 m to 95 m and from 198 m to 216 m or beneath the study area. It is found that a prominent aquifer exists at 200 m to 235 m throughout the study area containing varying thicknesses of more or less 36 m below the aquiclude. However, the estimated specific yield of aquifer materials varies from 0.07 to 0.20 indicating that the aquifer consists of fine to medium sand. The analysis of storage coefficient and hydrostratigraphic sections shows that the upper aquifer is semi-confined and the lower aquifer is confined in nature. Based on the GW modeling results by an integrated MIKE-11 and MIKE-SHE platform, the study estimates that GW resources for shallow aquifer on May 01, 2003, for 6 m and 7 m depths are 7.48 million cubic meters (MCM) and 10.00 MCM, respectively, whereas on November 01, 2003, the resource is estimated as 11.29 MCM and 13.81 MCM for 6 m and 7 m depths, respectively. According to water balance studies, the GW recharge is found as 390 mm for the deeper aquifer in 2003 and the corresponding annual aquifer storage volume is estimated as 7.25 MCM, which mostly comes from the horizontal flow. Based on long-term simulation of the GW model using potential water withdrawal options in the future, the study concludes that the aquifer is sustainable for GW use in Lohagara Municipality of Narail district in Bangladesh.

  Aquifer, Groundwater modelling, Hydrogeological framework, MIKE-11, MIKE-SHE, Recharge, Specific Yield.
  Lohagara Municipality of Narail, Bangladesh
  
  
  Resource Development and Management
  Groundwater

Although Lohagara Municipality is largely dependent on GW resources for domestic and irrigation purposes, currently there is no management plan in place and large scale uncontrolled GW exploitation is taking place.. Lack of appropriate understanding of the GW system in terms of resource utilization is one of the major limitations to the effective management of this resource especially in the urban and peri-urban areas of Bangladesh (Hoque et al., 2007). Therefore, the major objectives of this present study are to investigate the existing hydrogeological framework and underlying aquifer characteristics as well as to quantify the available GW resources in relation to natural recharge and extraction options in Lohagara Municipality under Narail district of Bangladesh.

2.1 Location The study area, Lohagara Municipality, is located in Lohagara Upazila (sub-district) under Narail district of Bangladesh. The area is about 16.16 sq. km for the present case study. It is bounded by the Ganges River on the North, the River Padma on the East and the Western border upazillas on the west. The southern boundary of the study area is defined as the boundaries of the Upazila's of Sharsha, Jhikargacha, Jessore Sadar, Narail Sadar, Lohagara, Kashiani and Muksudpur.

2.2 Climate The study area experiences a typical tropical monsoon climate, with hot wet summers from May to September and cool dry winters. The rainy season occurs approximately from May to October and almost 90% of the total annual rainfall occurs during this period. Both temperature and relative humidity remain high in this season. Mean daily temperature is fairly constant between the months of April and September and show little variation across the region, being of the order of 280 C. From October, the temperature begins to decline, and the mean daily temperature reaches to a minimum of about 19 to 19.50 C in January. In April, the maximum daily temperature in the region can often exceed 350 C, while in January minimum daily values can be below 100 C. The rainfall distribution in the study area is not uniform. The lowest mean annual rainfall is about 1800 mm, which is observed in northwest stretched strip and increases towards eastward and reaches about 2100 mm and 2400 mm in Narail and Bhanga, respectively.

The study area has an almost flat topography and is characterized by a fairly plane land except for the water bodies such as rivers, ponds, depressions and beels etc. Peat occurs extensively in the Gopalganj-Khulna Beels and locally in some Haors of the Sylhet basin. The soils contain organic matter at the surface or buried under a mineral soil layer below at a depth of up to 40 cm. The organic material that forms the Histic horizon varies from dark brown, fibrous peat to semi-liquid black muck. They have been included as Histosols. Soils of this area are result of the deposition of Gange's alluvium. Gange's alluvium is calcareous when deposited, but most basin clays and some older ridge soils have been decalcified and acidified in their upper layers; lime is found only in the subsoil or substratum of such soils. Clay soils predominate in basins and on the middle parts of most ridges, with loamy soils (and occasionally sands) occurring mainly on ridge crests. The cut-off parts of the Meghna floodplain have a smooth relief and predominantly silty soils, which are deeply flooded by rainwater in the monsoon season. The unit covers most of the districts of Rajshahi, Natore, Pabna, all districts of the Khulna Division, and parts of Manikganj, Narayanganj, Munshiganj, Shariatpur, Madaripur, Barisal, Gopalganj. This physiographic unit is almost triangular in shape and bounded by the Ganges tidal floodplain on the south. On its southern end it traps the Gopalganj-Khulna Beels. Values of pH in soil range from 7.0 to 8.5.

2.4 Geomorphological and Hydrogeological Setting Geomorphologically, Lohagara Upazila belongs to the Ganges River floodplain which comprises the active floodplain of the Ganges and the adjoining meander floodplain. The latter mainly comprises a smooth landscape of ridges, basins and old channels. The relief is locally irregular alongside the present and former river courses, especially in the west, comprising a rapidly alternating series of linear low ridges and depressions. The Ganges channel is constantly shifting within its active floodplain, eroding and depositing large areas of new char land each flood season, but it is less braided than that of the Brahmaputra-Jamuna. Seasonal flooding is mainly shallow in the west and north, with the highest ridge crests remaining above normal flood levels, but flood depths increase towards the east and the south. Flooding is mainly by accumulated rainwater and the rising GW table except on the active Ganges floodplain and close to distributary channels that cross the meander floodplain. Hydrogeological investigations had been undertaken to assess aquifer information of sedimentary formation. Past studies (BWDB, 1993) give an idea about the depth and thickness of the aquifer layers in the study area. The hydrogeological parameters of this area are governed by the litho-stratigraphic and prevailing tectonic activities, which is part of the regional hydrogeological setting and tectonic features. The Quaternary sequence provides good aquifers, which have been extensively exploited in Bangladesh. The aquifers are generally thick multilayered with high transmissivity and storage coefficient. In addition, the aquifer systems can broadly be distinguished in the study area is recent sand forming both confined and semi-confined aquifers. 

2.5 Existing Landuse and Agricultural Practices The major part of the study area is agricultural land. It has a homestead, pond, and depressions (locally named as beels) also. The crop calendar reveals that T. Aman, HYV-Aman, HYV-Boro, and Potato are the main crops in the study area. Land use and vegetation are used in the model to calculate actual evapotranspiration depending on the actual crops grown in the project area. Under the present study, the spatial distribution of crops has been determined from a comprehensive field campaign. However, for the model input, these cropping types and cropping patterns have further been simplified considering the major crops that require irrigation water. A crop database for each crop, which defines leaf area index, root depth, and other properties of each crop is developed based on Food and Agricultural Organization (FAO) of United Nations (UN) publications (FAO, 1979) and used in the model. Paddy is grown almost everywhere through the year in each of the Karif-I (March-June), Karif-II (July-October), and Rabi (November-February). Pulse, oilseeds, vegetables, jute, wheat, sugar cane, potato, Mango, etc, are major non-paddy crops. With all availability of irrigation water, growers of the study area shifted towards growing more productive Boro-Fallow-HYV T. Aman. The spatial distribution of land use and cropping patterns is presented in Figure 2.

  Journal of Engineering Science 03(1), 2012 41-58
  
Funding Source:
1.   Budget:  
  

From the developed hydrographs and water balance studies for different periods in the present study, the following conclusions can be drawn for the Lohagara Municipality of Narail district of Bangladesh: • It can be concluded from the stratigraphic analysis that two major (upper and lower) aquifers are evidenced within the depth from 61m to 95m and from 198m to 216m beneath the ground surface throughout the study area. In addition, a thick aquifer having a thickness of approximately 30m exists at Isangati and Kamthana Lohagara. However, there exists a prominent aquifer at 200m to 235m throughout the study area containing varying thicknesses of more or less 36m below the aquiclude. • The analysis of storage coefficient and hydrostratigraphic sections shows that the upper aquifer is semiconfined and the lower aquifer is confined in nature. In addition, the estimated specific yield of the aquifers indicates that the aquifer mainly consists of fine to medium sand. • Maximum depth to GWT occurs at the end of April mainly due to irrigation abstraction and natural drainage which, however, recovers almost to its original position due to natural recharge at the end of September. • The present study also estimates that GWR in the shallow aquifer for Lohagara Municipality at the date of May 01, 2003 for 6m and 7m depths are 7.48 MCM and 10.00 MCM, respectively whereas the GWR at the date of November 01, 2003 found as 11.29 MCM for 6m depths and 13.81 MCM for 7m depths. • From the water balance studies, the present study concludes that the GW recharge is about 390mm for the year 2003 for the deep aquifer, which comes mostly from the horizontal flow. For this amount of GW recharge, the corresponding aquifer storage volume is found to be 7.25 MCM annually.

 

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