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Research Detail

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Md Rashidul Hasan
Department of Civil Engineering, Bangladesh Army University of Engineering & Technology (BAUET), Natore, Bangladesh

Abdullah Al Mamun
Department of Civil Engineering, International Islamic University Malaysia (IIUM), Kuala Lumpur, Malaysia.

Md Nuruzzaman
Department of Civil Engineering, Bangladesh Army University of Engineering & Technology (BAUET), Natore, Bangladesh

Groundwater extraction for irrigation in Bangladesh has caused groundwater depletion, especially in the Northern region. As such, shifting reliance from groundwater to surface water is one of the solutions to mitigate this problem. This study aims at investigating the contribution of effective rainfall to the total consumptive use requirement of rice cultivated in Tanore, Rajshahi, in Bangladesh. The prospect of rainwater harvesting using ponds and its contribution to the consumptive use requirement of rice was also determined. Effective rainfall, temperature, monthly percentage of bright sunshine hours, and consumptive use factor for rice data were collected from Bangladesh Meteorological Department (BMD) and Barind Multipurpose Development Authority (BMDA). Blaney-Criddle method was used to calculate total consumptive use requirement of rice. Analysis results showed that from June to September, there is no requirement of irrigation due to high rainfall in this period. It was revealed that total consumptive use requirement of rice in Tanore averaged at 436millionm3 of water between the period of 2005 and 2012. Effective rainfall contributed to about 38% of the total consumptive use in this period. It was also found that another 5% of the total consumptive use requirement could be supplied by rainwater harvesting using the ponds of Tanore.

  Groundwater, Rain, Bangladesh, Water supply, Ponds
  Tanore Upazila in Rajshahi, Bangladesh
  
  
  Crop-Soil-Water Management
  Water management, Rain water, Rice

Storing runoff water by RWH and supplying in the dry season is a prospective solution to the groundwater depletion problem in the region. Hence, the contribution of rainfall-runoff through RWH is also estimated in this study.

Study area The study area is located in the Barind tract situated in the Northern part of Bangladesh. Tanore is a part of the greater Rajshahi district. The co-ordinates of Tanore are 24° 29′ N to 24° 43′ N in latitudes and 88° 24′ E to 88° 38′ E in longitude. The population of Tanore is about 173495. The total area of Tanore is 295.8km2 (29580ha). Total cultivable land is about 226.56km2 (22656ha). Nearly 43% of the people are involved in agricultural activities. With the expansion of irrigation in Tanore Upazila in the mid-1980s, a revolutionary change occurred in the agricultural sector of Tanore. The introduction of high-yielding varieties (HYV) paddy combined with groundwater supply for irrigation made it possible to increase the yields of rice. Single cropped agricultural lands are now producing three crops in one agricultural year after the start of groundwater extraction. The cropping intensity in Tanore is about 262% which is high compared with the national average of 180%.1 Rice in Bangladesh is grown in three distinct seasons, namely Boro (January to June), Aus (April to August), and Aman (August to December).

Estimation of consumptive use and field irrigation requirement Evaporation (ET) or consumptive use (U) is the total amount of water lost from a cropped or irrigated land due to evaporation from the soil and transpiration by the plants or used by the plants in building up of plant tissue. It is usually expressed as a depth (cm, mm) over the area.

The blaney-Criddle formula was used to determine the consumptive use requirement of rice.31,32 Considering the available data, this method was used. Other methods, eg, the Penman equation could not be used because of the lack of required data. The Blaney-Criddle formula.

RWH calculation: In estimating the volume of water from RWH from the areas where land is not cultivated, the rational formula was used as follows:

Q = CAP 

where Q is the volume of water from RWH yield (m3), C is the coefficient of runoff of 0.8 for Tanore (according to BMDA), A is the land area not cultivated (m2), and P is the rainfall depth (m)

The amount of cultivated land in Tanore is 22 656×104m2 (22 656ha). The remaining land which is not cultivated is 6924×104m2 (6924ha) and hence, A= 22656×104m2. 

Data collection: Rainfall data, monthly average bright sunshine hours, and temperature data of the study area were collected from the Bangladesh Meteorological Department (BMD). A number of ponds, pond dimensions, total cultivable area of the study, and consumptive use factor for rice in different months were collected from the BMDA.

The available dataset for the meteorological parameters mentioned above ranges from 2005 to 2012. The data were monitored, sorted, and bias-corrected, ie, the quality of the data was maintained by the BMD. It records three-hourly data for rainfall and hourly data for temperature. Then the data are bias-corrected and averaged for a monthly period. The monthly averaged data were provided by the BMD. There is no missing data in the above-mentioned range. The resolution of the rainfall and temperature data is 20km.

  Air, Soil and Water Research, Volume 12: 1–8; 2019
  https://doi.org/10.1177/1178622119837544
Funding Source:
1.   Budget:  
  

This study has shown the contribution of effective rainfall and potential contribution of RWH in total consumptive use requirement of rice in Tanore, Rajshahi. Monthly effective rainfall depth in Tanore varied between 0 and 49.2 cm. It has been revealed that from June to September, there is no requirement of irrigation water as amount of rainfall exceeds the consumptive use requirement in these months. Effective rainfall contributed from 33% to 46% of total consumptive requirement of rice between the period of 2005 and 2012. Another 4% to 9% of consumptive use requirement can be met by storing rainfall runoff water in ponds located in Tanore Upazila. It is expected that irrigation water supply from stored runoff in the ponds if implemented can release the stress on groundwater at least to some extent. Now, the managers can take the decision of implementing the RWH in local ponds and increasing the capacity of local reservoirs by constructing more ponds. This will not only help solving the groundwater depletion problem, but also enhance resilience of irrigation water supply system during dry spells and benefit in the long run. Researchers can take this study as an example to quantify effective rainfall contribution to the crop water requirement as well as potential of RWH in other regions of Bangladesh, especially in groundwater depletion vulnerable areas. This study used only one method to estimate water requirements of rice in the region. We suggest using other methods too in estimating water requirements of rice and other crops. It will help to pinpoint the exact water requirement of crops and reduce errors. Future research can focus on variability of climate in the region and crop water requirements under those conditions.

  Journal
  


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