Hydrogeologic Assessment and Groundwater Reserve Evaluation in Parts of the Dun Valley Aquifers of Chitwan, Inner Terai
Date
2009
Authors
Neupane, Rajendra
Journal Title
Journal ISSN
Volume Title
Publisher
Department of Geology
Abstract
The Chitwan Valley is one of the largest Dun Valleys in the Himalayan foothills. The Siwalik
Domain was affected by neotectonic movement in the last 1.6 m.y. the stream impoundment
of sizeable volumes of gravel filled up in the lakes forming intermontane flat stretches called
Duns. The Dun gravels perhaps deposited in the late Pleistocene to very early Holocene
about 22,000-7000 yr. B.P. Classification of river terraces in the study area are into six
groups. Higher and highest terraces are related to during Pre-last interglacial time.
Formation of many wetlands and oxbow lakes occurs in the flood plain of Khageri—Rapti—
Narayani River. Westward shift of present Narayani River is clearly evidenced by the
continuation of wetlands parallel to main river course. These depressions belong to an old
abandoned channel revealed the ramification of Naryani in west Chitwan. The study area
lies in the western part of the Valley and is covered with alluvial deposits. The grain size of
the alluvium gradually decreases from the north to the south.
In the sub-surface, clay, silt, sand and gravel layer with different proportion have been
noticed, the sediments distribution is relatively homogeneous. Principal aquifer materials are
sand, gravel, pebble; even cobble and boulder are found in unconfined and semi-confined or
leaky aquifer condition.
Annual Potential Evapotran spiration (PET) at Rampur (cropland surface) is 1.68 mm/day
and that at Devghat (water surface) is 2.37mm/day are found. Annual precipitation recorded
at Rampur station is 2214mm, area of recharge is about 70.8 km
2.
. An average water table
fluctuation in 98 dug wells over the study area is 2.21m. It ranges from 0.1 m to 6.85 m.
Therefore estimation of total groundwater storage in the study area on both confined and
unconfined condition is 87.31 MCM per year and potential recharge by applying Duba’s
estimation is 48.60 MCM per year. The study area comprises single to multi layer aquifer
horizons. The thickness of aquifer varies from 2m. to more than 30m.The potentiality of
shallow and deep aquifer of the study area possess good . Geophysical Studies shows that the
area bears a good groundwater potential for both shallow and deep aquifer. The deeper
aquifers are recharged by the inflow of Narayani River and deep seepage losses by
sedimentary rocks in Siwalik Region and shallow aquifers are recharged by annual
precipitation.
Description
Keywords
Groundwater, Hydrogeologic assessment