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1
welcome
COLLEGE OF AGRICULTURE ,HASSAN
2
Course teachers,
Dr.T.Narayanaswamy
Mr.Shivabasappa
Dept. of Agril.Engineering
Presentation by,
Pooja .K
ALH5045
3
 Definition
 Introduction
 Methods
 Working principle
 Criteria for selection
 Construction methods
 Benifits
 Conclusion.
4
5
6
Groundwater recharge method
1. Natural recharge 2. Artificial recharge
Borewell recharge
7
• Artificial grounwater
recharge.
•A recharging pit allow the
rainwater to replinsh
groundwater by recharging
the underground aquifier’s.
•To increase infiltration.
Borewell recharge
8
 Introduction
 Scientific method of borewell recharge
technique was first intiated by Zillah
Panchayath of Chikkamagalur Dist. in
Karnataka.
 Sankalpa Rural Development of Society by
Sikandar in Hubli (2008), was promoting
rainwater harvesting techniqe through direct
borewell recharge.
 Cost of recharging each borewell through
rainwater techniqe is 20,000 to 30,000 Rs.
Materials used Thickness of
the layer(cm)
Diameter of
materials(cm)
Boulders 30 30-40
Large stones 30 15-20
Small stones 90 7.5
Gravel 90 2-4
Wood charcoal 30
Sand 30 0.2
Nylon net 50-70% permeable
9
 Runoff water from the cultivated area enter into
primary filter unit.
 Secondary filter unit consists of dug out of the
soil around the borewell Casing pipe by 2.5m
depth.
 From the bottom ,up to 50cm height, small holes
(4-6mm) are made on the pipe with pointer and
pipe is covered with mesh.
10
 4layers of stones are filled
1st layer-Boulders(30-40cm)
2nd layer-Large stones(15-20cm)
3rd layer-small stones(7.5cm)
4th layer-gravel(2-4cm)
 Nylon net is covered
 Fill the pit with Wood Charcoal and Sand.
 Protection wall is built.
11
1
2
1.Direct method
 Where groundwater level are declining due to over
exploitation.
 Water from the borewells slow down after some
water has been drawn.
 Feed the selected borewell with 4000lts of water.
 Fill to the top
 Observe for 10-15mins for fall in water level
 Continuing feeding.
13
case I case II
If the borewell overflows, If the borewell is
it is not suitable. absorbs,it is
suitable.
14
2.Indirect method
15
16
• Dig the pit upto 3m around the bore
17
18
19
20
21
22
23
24
25
26
 Local materials are used for filters
 Improves the water quality
 Quick recharge
 Evaporational loss is minimized
 Cost effective
 Eco friendly.
27
28
 The ground water recharge in treated borewell
was found to be 23.8% of annual rainfall against
5.56% in untreated borewells .
 Effeciency of the designed filters was found to be
93% to 96%
 Maximum infiltration efficiency was absorved in
recharged borewells .
 Borewell recharge techniques adopted in
Karnataka ,Maharashtra, Andra pradesh.
29
 Studies on Borewell Recharge NICRA
 Concepts and application in agricultural
engineering. Nilkunja Bihari Dash
 Internet sources.
30
31
32
Thank
you..

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BOREWELL RECHARGE TREATMENT METHODS BY POOJA K

  • 2. COLLEGE OF AGRICULTURE ,HASSAN 2 Course teachers, Dr.T.Narayanaswamy Mr.Shivabasappa Dept. of Agril.Engineering Presentation by, Pooja .K ALH5045
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  • 4.  Definition  Introduction  Methods  Working principle  Criteria for selection  Construction methods  Benifits  Conclusion. 4
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  • 6. 6 Groundwater recharge method 1. Natural recharge 2. Artificial recharge Borewell recharge
  • 7. 7 • Artificial grounwater recharge. •A recharging pit allow the rainwater to replinsh groundwater by recharging the underground aquifier’s. •To increase infiltration. Borewell recharge
  • 8. 8  Introduction  Scientific method of borewell recharge technique was first intiated by Zillah Panchayath of Chikkamagalur Dist. in Karnataka.  Sankalpa Rural Development of Society by Sikandar in Hubli (2008), was promoting rainwater harvesting techniqe through direct borewell recharge.  Cost of recharging each borewell through rainwater techniqe is 20,000 to 30,000 Rs.
  • 9. Materials used Thickness of the layer(cm) Diameter of materials(cm) Boulders 30 30-40 Large stones 30 15-20 Small stones 90 7.5 Gravel 90 2-4 Wood charcoal 30 Sand 30 0.2 Nylon net 50-70% permeable 9
  • 10.  Runoff water from the cultivated area enter into primary filter unit.  Secondary filter unit consists of dug out of the soil around the borewell Casing pipe by 2.5m depth.  From the bottom ,up to 50cm height, small holes (4-6mm) are made on the pipe with pointer and pipe is covered with mesh. 10
  • 11.  4layers of stones are filled 1st layer-Boulders(30-40cm) 2nd layer-Large stones(15-20cm) 3rd layer-small stones(7.5cm) 4th layer-gravel(2-4cm)  Nylon net is covered  Fill the pit with Wood Charcoal and Sand.  Protection wall is built. 11
  • 13.  Where groundwater level are declining due to over exploitation.  Water from the borewells slow down after some water has been drawn.  Feed the selected borewell with 4000lts of water.  Fill to the top  Observe for 10-15mins for fall in water level  Continuing feeding. 13
  • 14. case I case II If the borewell overflows, If the borewell is it is not suitable. absorbs,it is suitable. 14
  • 16. 16 • Dig the pit upto 3m around the bore
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  • 27.  Local materials are used for filters  Improves the water quality  Quick recharge  Evaporational loss is minimized  Cost effective  Eco friendly. 27
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  • 29.  The ground water recharge in treated borewell was found to be 23.8% of annual rainfall against 5.56% in untreated borewells .  Effeciency of the designed filters was found to be 93% to 96%  Maximum infiltration efficiency was absorved in recharged borewells .  Borewell recharge techniques adopted in Karnataka ,Maharashtra, Andra pradesh. 29
  • 30.  Studies on Borewell Recharge NICRA  Concepts and application in agricultural engineering. Nilkunja Bihari Dash  Internet sources. 30
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