Skimming Well Technology and Multiple Well Point System
Skimming
Wells
¡Skimming
well, extract relatively fresh water
from the upper zone of the aquifer.
¡The
skimming wells are low discharge (less than 28
l.p.s.)
¡Cluster
of wells draw groundwater
from relatively shallow depth.
¡Skimming
wells are for irrigation
or drinking
water supply purposes.
Types
of Skimming Wells
Need
of Skimming Wells
¡To get
freshwater
¡To manage
root zone salinity
¡To reduce
energy requirement for low discharge
How
to operate a skimming well?
¡Well may
be operated for a short period varying from 4-12 hrs.
¡Pumping
rate is a crucial decision
when to be done for a long term basis.
¡Unregulated
pumping often results in the up-coning phenomenon.
1. For
,single-borehole wells with 30-60% penetration depth, 4-28 l/s discharge rates
and 4-8 operational hours.
2. Skimming
well with
3-6 strainers, well
penetration depth 60%,10
l/s discharge and 4 to 6 hours per day of pumping.
3. Continuous pumping deteriorates the pumped water quality.
4. The
scavenger
wells could provide better quality
pumped water
5. Radial skimming wells & Dug wells
are not easily adoptable by the farming community
6.Main
problems include
¡ well depth,
¡ number of
strainers,
¡ deterioration of
pumped water quality
¡ reduction in
well discharge
7. Farmers
use both
l Single strainer 30
m deep wells with 28 to 42 l/s discharge &
l The 15 m
deep multi-strainer wells with 4, 6, 7, 10 and 16 strainers
and 14-28
l/s well discharge
8. More
than 6 strainers will increase
cost without any additional benefit.
9. A
the problem involves pumping of groundwater from wells along with a
river plain with geologically saline water.
10. Unplanned
pumping results in upconing of saline
water.
So, it
is necessary to determine optimal locations of
fixed capacity pumping wells.
¡ The skimming
wells must be operated from optimal locations.
¡ Locations
w.r.t space and time to obtain the least saline water.
¡ The salinity
concentration is least towards
the topmost layer.
Scavenger
Wells
¡Skimming
well (single‐bore well) is not
feasible in aquifer having a very thin freshwater zone.
¡With increase
in number of
skimming wells, various types of geometrical patterns of
different flow conditions are
possible.
¡Moreover,
the interference of wells causes the drawdown to increase.
¡Combined
effect of both these factors is
responsible for the up‐coning of
brackish/saline water.
Case
Study
Multiple
wellpoint system for irrigation and drainage in southwestern Punjab
(2014)
¡The south-western
districts of Punjab are severely affected by waterlogging associated with
salinity and alkalinity problems.
¡A thin
layer of good quality water is floating over poor quality (brackish) groundwater.
¡A
MWPS was designed and developed to obtain
good quality groundwater.¡
¡A
study was conducted about the status and performance of MWPS.
¡About
41,000 MWPS have been working in the villages of Muktsar,
Faridkot and Ferozepur
districts.
¡After
installation of MWPS
lThe water table depth has been lowered
about 1–7 m
lCrop yields enhanced about 10–20% in the
year 2012–13
¡The
cost of installation of a 4-well point
system was computed to be about Rs. 45000 per set
¡The
system was found to be technically feasible,
economically viable and socially acceptable.
¡The
quality of pumped groundwater from MWPS
was analyzed
and found suitable
for irrigation.
Case
Study
Management
of brackish aquifers by recharging through multiple wellpoint system (2005)
¡Water
table rose in Faridkot due to:
¡Non-exploitation of
groundwater &
¡Excess seepage from
canals resulted in.
¡In
early 80’s, the
water table was at the soil
surface.
¡As
a
result complete soil profile became saline/sodic.
¡The
reclamation
of the area was initiated through ICAR funded
“All India
Coordinated Research Project on Agricultural Drainage Under Actual Farming
Conditions on Watershed Basis” in the year 1981-82.
¡These
aquifers were
recharged with fresh/canal water during the
monsoon season.
¡It
was inferred that the brackish aquifers of
the area could be converted into sweet water aquifers.
¡Dug
trenches installation was difficult due
to high Na content in the soil profile.
¡Therefore,
MWPS was
invented which was designed, installed experimented.
¡As a
result, area became free from waterlogging and sodicity.
¡But
the problem of poor quality groundwater
was still persisting in the area.
Conclusion
I would like to conclude, that both
skimming well technology and MWPS are important for their respective work
purposes. Skimming well are more useful to tap good quality groundwater of
the lesser thickness and obtain an appreciable amount of discharge whereas MWPS has
the main objective to lower down the level of the water table as in case of Faridkot
area.
All
Skimming wells are MWPS but all MWPS are not skimming wells.
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