2008
DOI: 10.1007/s10040-008-0336-8
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Hydrogeologic assessment of escalating groundwater exploitation in the Indus Basin, Pakistan

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Cited by 67 publications
(27 citation statements)
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“…If water table levels continue to fall, they will eventually reach a point where it is no longer practicable to extract (Khan et al, 2008). The cost of pumping either by electrical pumps or the more common diesel pumps is likely to rise sharply with diminishing world oil resources.…”
Section: Reduced Groundwater Availabilitymentioning
confidence: 99%
“…If water table levels continue to fall, they will eventually reach a point where it is no longer practicable to extract (Khan et al, 2008). The cost of pumping either by electrical pumps or the more common diesel pumps is likely to rise sharply with diminishing world oil resources.…”
Section: Reduced Groundwater Availabilitymentioning
confidence: 99%
“…In the Indus, hydraulic conductivity decreases from >60 to < 10 m/d from the upper to lower basin. These data derive from pumping tests carried out in tube wells generally <100 m deep and data from previous studies by Bennett et al (1969), Ahmad (1993), Khan et al (2008) and additional data from WAPDA. In the Ganges basin, a similar systematic proximal to distal trend in permeability is shown from pumping-test data within Bangladesh with hydraulic conductivity reducing from >50 m/d close to the Himalaya to less than 20 m/d near to the coast (Shamsudduha et al 2011).…”
Section: Permeabilitymentioning
confidence: 99%
“…The model area had 3653 inactive cells, which were outside the boundary of the study area, while the model area had 2123 active cells located within the boundary of study area. The cell size of 2.5 km × 2.5 km (6.25 km 2 ) was also used for groundwater modeling studies by Al-Fatlawi [32] in Umm Er Radhuma, the Western Desert, Iraq, and by Khan et al [33] in Rechna Doab. Abu-el-Shar and Hatamleh [25] developed groundwater model for the Azraq Basin and the biggest cell size of 8.69 km 2 was selected.…”
Section: Model Input and Calibrationmentioning
confidence: 99%
“…The minimum and maximum values of 1-265 m/day and 1-15 m/day, respectively, for horizontal and vertical hydraulic conductivities were used in the model, as majority of the tube wells were installed in second layer because 80% part of study area has ℎ in the range of 70-100 m/day. The similar range of values for hydraulic conductivity within Punjab province domain was used by Jehangir et al [35]; Ahmad [36]; Arshad [37]; and Khan et al [33]. The specific storage values for layer 1 ranged as 0.0001-0.001 m −1 and for the remaining layers the values of 0.00001-0.0003 m −1 were used.…”
Section: Model Input and Calibrationmentioning
confidence: 99%
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