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IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
_______________________________________________________________________________________
Volume: 04 Issue: 04 | Apr-2015, Available @ http://www.ijret.org 551
INTEGRATED WATERSHED MANAGEMENT PROGRAMME AT
GUNJALA VILLAGE – A CASE STUDY
P.Sudha Rani1
, Nalla Naresh2
1
M.Tech (Water and Envtl Technology), P.hD (Environmental Science), Osmania University
2
M.Sc, (Envtl.Sc), M.Tech( Envtl Management) JNTUH.
Abstract
Integrated watershed management programme was launched in Tamsi mandal of gunjala village by using ‘Four water Concept’.
Case study included Questionnaire survey from farmers living in that village, and continuous study over a period of two years.
Tamsi village is a tribal village and drought area with very less rainfall. Total project area is 4566 Hac, Project Cost Rs. 547.92
Lakhs. The sanctioned area of Gunjala micro watershed is 710 Hac with a outlay of Rs. 85.20 Lakhs. Out of which the total
expenditure incurred was Rs.39.12 Lakhs and constructed structures were LBS, RFDs, PTs, CDs and Plantation. Over two year
period, it was observed that, 2 years of period the ground water has been improved in this village and three Bore wells are drilled
and they are successful, even during peak summer they could meet their day today activities.
The farmer Jadhav Uttam has an additional income of Rs. 17600 per Acre in cotton and Rs. 6300 per Acre in Red Gram. The
farmer Gnan Singh had an additional income of Rs. 17600 per Acre in cotton and Rs. 5,250 per Acre in Red Gram. The farmer
Amber Singh had an additional income of Rs. 13200 per Acre in cotton and Rs. 3,500 per Acre in Red Gram. In the same way,
others farmers were also able to generate the benefits from the construction of water storage structures. Total Additional income
generated for Seven farmers was Rs. 6, 31000/- in 2011-2012 Cropping Season with construction of Check Dams of Rs.3,24000/-
an additional average income per Acre to the farmer is of Rs. 22,500/- and a series of 8 Nos. check dams are constructed on
single 3rd
order stream which flows Across the 6 Grama Panchayats from ridge to valley. There are 90 farmers cultivating 168
Acre of land who are benefited by getting an additional income of Rs.37,80,000/-.
Keywords: Four water Concept, micro watershed, LBS, RFDs, PTs, CDs and Plantation
--------------------------------------------------------------------***------------------------------------------------------------------
1. INTRODUCTION
The Integrated Watershed Management Programme
(IWMP) is launched with an aim to restore the ecological
balance by harnessing, conserving and developing degraded
natural resources such as water, soil,vegetative cover and
create sustainable livelihoods for asset less people.
“Four Waters Concept” is an innovative participatory
technology in watershed development which encourages the
farmers in Watershed Committees to formulate the works
and execute the same with their own initiatives, without the
help of engineers and scientists. This Technology is named
by the authors as “Four Waters Concept” since this is
evolved by integrating the “Four Waters” , viz. rain water,
soil moisture, ground water and surface water. The
advantages of this technology are that with the same cost, it
is possible to increase the benefits three time more, and
increase the recharge to ground water ten times more than
earlier. Cost effective works have been introduced in this
concept and can be implemented with better results. The
works proposed in this technology can be executed by the
farmers without the medium contractors. The works can be
executed by the watersheds committees, without the usual
preparation of plans and estimates by the field engineers.
These works are very simple and mostly consist of
earthwork excavation. There is no cement – based work.
2. OBJECTIVE
The major objective of the IWMP programme is to improve
the ground water level by constructing the water harvesting
structure like Mini Percolation tank, Percolation tank and
Check dams. To sum up, the following are the important
works that were executed, as per the technologies developed
in the Integrated four Waters concept, That maximum
benefits were derived in the watershed. This technology is
generally applicable to the forest areas also. With the
objective to increase the Ground water level, the following
work has been carried out.
The study included Questionnaire survey from the villagers(
7 farmers ) of Tamsi mandal, gunjala village and complete
study of that area for a period of two years before and after
the construction of check dam and other water storage
structures.
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
_______________________________________________________________________________________
Volume: 04 Issue: 04 | Apr-2015, Available @ http://www.ijret.org 552
INTEGRATED WATERSHED MANAGEMENT PROGRAMME
THE SUCCESS STORY OF CHECK DAM IN THE
INTEGRATED WATERSHED MANAGEMENT
PROGRAMEE (IWMP) IN DHANORA PROJECT
(2009-10) OF GUNJALA MICRO WATERSHED IN
TAMSI MANDAL OF ADILABAD DISTRICT
NAME OF THE PROJECT: DHANORA
BATCH : 2009-10
NAME OF THE MANDAL: TAMSI
NAME OF THE MICRO WATERHSED GUNJALA
TOTAL PROJECT AREA: 4566 Hac
TOTAL PROJECT COST : 547.92
LAKHS.
TOTAL MICRO WATERSHED AREA: 710 Hac
TOTAL OUT LAYOF MWS: 85.20 LAKHS.
EXPENDITURE OF MWS: 42.98 LAKHS
LONGITUTE OF CD : 780
25’ 27”
LATITUTE : 190
47’ 57’’
The Gunjala trible village of Tamsi mandal is a drought
area, covered with red gravel soil the availability of ground
water is below 300-400 fts. Though the rainfall is 1100mm
the major problem of this village is scarcity of ground water,
and there is only a single third order stream which flows
Across the village from ridge to valley. Due to non
availability of water harvesting structures, the rain water is
to run off.
The Gunjala trible village of Tamsi mandal is a drought
area, covered with red gravel soil the availability of ground
water is below 300-400 fts. Though the rainfall is 1100mm
the major problem of this village is scarcity of ground water,
and there is only a single third order stream which flows
Across the village from ridge to valley. Due to non
availability of water harvesting structures, the rain water is
to run off. They used to get water from the nearby
Bheempur village for daily use. The villagers several time
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
_______________________________________________________________________________________
Volume: 04 Issue: 04 | Apr-2015, Available @ http://www.ijret.org 553
brought to the notice of the public representatives, they have
drilled the bore wells in different locations. But the bores are
failed, due to scarcity of ground water.
In the year 2009-10 Government of India has launched The
Integrated Watershed Management Programme (IWMP)
with an aim to restore the ecological balance by harnessing,
conserving and developing degraded natural resources such
as water, soil, vegetative cover and create sustainable
livelihoods for asset less.
Under IWMP 2009-10, (9) Mega watersheds have been
sanctioned to Adilabad district. Dhanora is one among them
by covering (6) Micro watershed villages, the total project
area is 4566 Hac, Project Cost Rs. 547.92 Lakhs. The
sanctioned area of Gunjala micro watershed is 710 Hac with
a outlay of Rs. 85.20 Lakhs. Out of which the total
expenditure incurred is Rs.39.12 Lakhs and constructed
LBS, RFDs, PTs, CDs and Plantation.
3. METHODOLOGY
3.1 Construction of Structures (Engineering)
1. Mini Percolation tanks (M.P.Ts) – 30 to 40 per water
shed in the first and second order streams and Big
percolation tanks in 3rd
and 4th
order streams were
constructed.
2. Check dams in the 2nd
or 3rd
order streams with earthen
dam at centre and surplus weir on side – (The earthen
bund check dams should not be constructed in the main
streams where maximum floods discharges will be
very high).
3. Sunken pits in gullies in first and second order streams.
4. M.P.Ts at head of gullies and up stream of sunken pits
and drainage line treatment.
5. C.C.Ts strictly along contour, with side slopes for cut
section with M.P.Ts at gully junctions.
6. Boundary bunds to be formed with “Boundary Bund”
technology. Contour bunds to be formed wherever
farmers agree. Contour ploughing in rainfed lands.
7. Diversions drain and sump, for recharging open dug
wells.
8. Sub surface dam at the downstream of Watershed.
9. Rubble stone diversion weir on the mainstream, for
gravity irrigation.
10. Restoring and desilting very small tanks (kuntas) lying
within the watershed.
3.2 Vegetative
1. Cover crops in rainfed lands.
2. Tree plantations on all uncultivated lands to develop a
3 tier canopy.
3. Trees on all boundary bunds of rainfed lands, with a
small trench on either side.
4. Vegetative cover (agave) for gully slopes.
5. Tree plantation on slopes and banks of gully.
6. Nurseries for fodder, timber, fuelwood and
horticulture.
7. Agro-forestry including block plantations, Shelter
belts, sand dune stabilization etc.
8. Pasture development either by itself or in conjunction
with plantation.
3.3 General
Topographic contour surveys (contour interval of 1m), soil
classification and land capability analysis will have to be
done before starting the works. R&D on specific technical
aspects can be undertaken, as felt necessary.
3.4 Social and Managerial
The above structural works are very simple and mostly
consist of earthwork excavation. There is no cement - based
work, (like concrete, masonry, plastering for check dam etc.)
anywhere in the entire watershed. None of the works cost
more than Rs. 8,000/- each. Vested interests and local
political pressures to execute works, which were existing in
some water sheds earlier, are automatically eliminated in
this technology, as there is no scope for making money or
earning profits in such small works. Again participation is
maximum and automatic in this technology, since not more
than two farmers are involved in any work.
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
_______________________________________________________________________________________
Volume: 04 Issue: 04 | Apr-2015, Available @ http://www.ijret.org 554
4. RESULTS-OUT COME OF CHECK DAM
Table 1
Farmer details
Before Construction of CD –
Jun 2010 to Dec 2010
After Construction of CD
–Jun 2011 to Mar 2012
Additional yield & Income
Cotton Red gram Cotton Red gram Cotton Red gram
Jadhav uttham
(5 Acre )
7 Qts/Acre 1.2 Qts/Acre 11 Qts/Acre 3 Qts/Acre 4 Qts/Acre 1.8 Qts/Acre
Rate per Qtl 4400 3500 4400 3500
Total Income Rs.30800 Rs.4200 Rs.48400 Rs.10500 Rs.17600 Rs.6300
Crop Period June to Dec June to Dec
June to
March
June to
February
The above table analysis indicates the farmer Jadhav Uttam
has an additional income of Rs. 17,600 per Acre in cotton
and Rs. 6300 per Acre in Red Gram. The above farmer is
cultivating the cotton and Red Gram in 5 Acre of land. The
total additional income generated after construction of
Check Dam of Rs. 1,19,500/- for the Jadhav Uttam in 2012
Cropping Season.
Table 2:
Farmer details
Before Construction of CD –
Jun 2010 to Dec 2010
After Construction of CD –Jun
2011 to Mar 2012
Additional yield & Income
Cotton Red gram Cotton Red gram Cotton Red gram
Gnansingh
(4 Acre)
6 Qts/Acre 1.5 Qts/Acre 10 Qts/Acre 3 Qts/Acre 4 Qts/Acre 1. Qts/Acre
Rate per Qtl 4400 3500 4400 3500
Total Income Rs.26,400 Rs.5,250 Rs.44,000 Rs.10500 Rs.17600 Rs.5250
Crop Period June to Dec June to Dec June to March
June to
February
The above table analysis indicates the farmer Gnan Singh
has an additional income of Rs. 17600 per Acre in cotton
and Rs. 5,250 per Acre in Red Gram. The above farmer is
cultivating the cotton and Red Gram in 4 Acre of land. The
total additional income generated after construction of
Check Dam of Rs. 91,400/- for the Gnan Singh in 2012
Cropping Season.
Table 3:
Farmer details
Before Construction of CD
–Jun 2010 to Dec 2010
After Construction of CD –Jun
2011 to Mar 2012
Additional yield & Income
Cotton Red gram Cotton Red gram Cotton Red gram
Amber Singh
(3 Acre)
8 Qts/Acre 2 Qts/Acre 11 Qts/Acre 3 Qts/Acre 3 Qts/Acre 1. Qts/Acre
Rate per Qtl 4400 3500 4400 3500
Total Income Rs.35,200/- Rs.7000/- Rs.55,000/- Rs.10500/- Rs.13200/- Rs.3500/-
Crop Period June to Dec June to Dec June to March June to February
The above table analysis indicates the farmer Amber Singh
has an additional income of Rs. 13200 per Acre in cotton
and Rs. 3,500 per Acre in Red Gram. The above farmer is
cultivating the cotton and Red Gram in 3 Acre of land. The
total additional income generated after construction of
Check Dam of Rs. 50,100/- for the Amber Singh in 2012
Cropping Season.
Table 4:
Farmer details
Before Construction of CD –
Jun 2010 to Dec 2010
After Construction of CD –Jun
2011 to Mar 2012
Additional yield & Income
Cotton Red gram Cotton Red gram Cotton Red gram
Mesram Eshwar
(6 Acres)
7 Qts/Acre 1.5 Qts/Acre 11 Qts/Acre 3 Qts/Acre 3 Qts/Acre 1. Qts/Acre
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
_______________________________________________________________________________________
Volume: 04 Issue: 04 | Apr-2015, Available @ http://www.ijret.org 555
Rate per Qtl 4400 3500 4400 3500
Total Income Rs.30,800/- Rs.5250/- Rs.55,000/- Rs.10500/- Rs.24200/- Rs.3500/-
Crop Period June to Dec June to Dec
June to
March
June to February
The above table analysis indicates the farmer Mesram
Eshwar has an additional income of Rs. 24200 per Acre in
cotton and Rs. 3,500 per Acre in Red Gram. The above
farmer is cultivating the cotton and Red Gram in 6 Acre of
land. The total additional income generated after
construction of Check Dam of Rs. 1,66,200/- for the
Mesram Eshwar in 2012 Cropping Season.
Table 5
Farmer details
Before Construction of CD –Jun
2010 to Dec 2010
After Construction of CD
–Jun 2011 to Mar 2012
Additional yield & Income
Cotton Red gram Cotton Red gram Cotton Red gram
Somula
Tukaram
(2 Acres)
5 Qts/Acre 1.5 Qts/Acre 8 Qts/Acre 3 Qts/Acre 3 Qts/Acre 1. 5 Qts/Acre
Rate per Qtl 4400 3500 4400 3500
Total Income Rs.22,000 Rs.5250 Rs.35,200 Rs.10500 Rs.13200 Rs.5250
Crop Period June to Dec June to Dec
June to
March
June to
February
The above table analysis indicates the farmer Somula
Tukaram has an additional income of Rs. 13200 per Acre
in cotton and Rs. 5250 per Acre in Red Gram. The above
farmer is cultivating the cotton and Red Gram in 2 Acre of
land. The total additional income generated after
construction of Check Dam of Rs. 36,900/- for the Somula
Tukaram in 2012 Cropping Season.
Table 6:
Farmer
details
Before Construction of CD –
Jun 2010 to Dec 2010
After Construction of CD –
Jun 2011 to Mar 2012
Additional yield & Income
Cotton Red gram Cotton Red gram Cotton Red gram
Rathod
Dulsingh
(3 Acres)
6 Qts/Acre 1 Qts/Acre 8 Qts/Acre 3 Qts/Acre 2 Qts/Acre 2 Qts/Acre
Rate per Qtl 4400 3500 4400 3500
Total Income Rs.26,400 Rs.3500 Rs.35,200 Rs.10500 Rs.8800 Rs.7000
Period June to Dec June to Dec
June to
March
June to
February
The above table analysis indicates the farmer Rathod
Dulsingh has an additional income of Rs. 8800 per Acre in
cotton and Rs. 7000 per Acre in Red Gram. The above
farmer is cultivating the cotton and Red Gram in 3 Acre of
land. The total additional income generated after
construction of Check Dam of Rs. 47,400/- for the Rathod
Dulsingh in 2012 Cropping Season. .
Table 7:
Farmer details
Before Construction of CD
–Jun 2010 to Dec 2010
After Construction of CD –
Jun 2011 to Mar 2012
Additional yield & Income
Cotton Red gram Cotton Red gram Cotton Red gram
Jadhav Ganesh 7 Qts/Acre 1.2 Qts/Acre 11 Qts/Acre 3 Qts/Acre 4 Qts/Acre 1.8 Qts/Acre
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
_______________________________________________________________________________________
Volume: 04 Issue: 04 | Apr-2015, Available @ http://www.ijret.org 556
(5 Acres)
Rate per Qtl 4400 3500 4400 3500
Total Income Rs.30800 Rs.4200 Rs.48400 Rs.10500 Rs.17600 Rs.6300
Period
June to
Dec
June to Dec June to March
June to
February
The above table analysis indicts the farmer Jadhav Ganesh
has an additional income of Rs. 17600 per Acre in cotton
and Rs. 6300 per Acre in Red Gram. The above farmer is
cultivating the cotton and Red Gram in 5 Acre of land. The
total additional income generated after construction of
Check Dam of Rs. 1,19,500/- for the Jadhav Ganesh in 2012
Cropping Season. .
5. CONCLUSION
1. The major objective of the IWMP programme is to
improve the ground water level and the ground water
level is improved by constructing the water harvesting
structure like Mini Percolation tank, Percolation tank
and Check dams. At Gunjala watershed area and
Ankoli water shed area of Adilabad District.
2. Soil erosion is controlled and soil moisture
conservation is improved by constructing of gully
control works and thus improved the productivity of
land and reduced the cost of cultivation and quality of
produles also improved.
3. By improving the ground water level and reducing the
erosion control will boost the economic condition of
the poor farmer trough improvement of agriculture
production to words integrated approach in IWMP
programme.
4. Total Additional income generated for Seven farmers
of Rs. 6, 31000/- in 2011-2012 Cropping Season with
construction of Check Dams of Rs.3,24000/- an
additional average income per Acre to the farmer is of
Rs. 22,500/- and a series of 8 Nos. check dams are
constructed on single 3rd
order stream which flows
Across the 6 Grama Panchayats from ridge to valley.
There are 90 farmers cultivating 168 Acre of land who
are benefited by getting an additional income of
Rs.37,80,000/-
DISCUSSION
It is also necessary to increase the recharge to ground water
in rural as well as urban areas. Land use in the urban areas is
different from that of the rural areas (agriculture, crops)
Most of the urban area would comprise paved roads, built up
areas, open grounds (play grounds, parks etc.,) The amount
of deep percolation taking place in the rural area
predominantly with an agricultural covers for the land, is
appreciable. Hence, we can make use of the structures like
percolation tanks , contour trenches, soak pits etc which can
increase the ground water recharge. The above idea of
providing water storage structures can also be implied in
forest areas.
REFERENCES
[1] Innovative Participatory Technologies for Watershed
Development and Drought Prone Areas of India (four
water concept) by – Sri. T. Hanumanth Rao Former
Engineer – in – Chief, Irrigation , Andhra Pradesh.
[2] Technical Manual of Rural Development Department
on Watersheds by SLNA
[3] www.google.com and www.iwmp.gov.telangana.in
[4] Detailed Project Report of Ankoli Megh watershed
and Gunjala Watersheds

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Integrated watershed management programme at gunjala village – a case study

  • 1. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 04 Issue: 04 | Apr-2015, Available @ http://www.ijret.org 551 INTEGRATED WATERSHED MANAGEMENT PROGRAMME AT GUNJALA VILLAGE – A CASE STUDY P.Sudha Rani1 , Nalla Naresh2 1 M.Tech (Water and Envtl Technology), P.hD (Environmental Science), Osmania University 2 M.Sc, (Envtl.Sc), M.Tech( Envtl Management) JNTUH. Abstract Integrated watershed management programme was launched in Tamsi mandal of gunjala village by using ‘Four water Concept’. Case study included Questionnaire survey from farmers living in that village, and continuous study over a period of two years. Tamsi village is a tribal village and drought area with very less rainfall. Total project area is 4566 Hac, Project Cost Rs. 547.92 Lakhs. The sanctioned area of Gunjala micro watershed is 710 Hac with a outlay of Rs. 85.20 Lakhs. Out of which the total expenditure incurred was Rs.39.12 Lakhs and constructed structures were LBS, RFDs, PTs, CDs and Plantation. Over two year period, it was observed that, 2 years of period the ground water has been improved in this village and three Bore wells are drilled and they are successful, even during peak summer they could meet their day today activities. The farmer Jadhav Uttam has an additional income of Rs. 17600 per Acre in cotton and Rs. 6300 per Acre in Red Gram. The farmer Gnan Singh had an additional income of Rs. 17600 per Acre in cotton and Rs. 5,250 per Acre in Red Gram. The farmer Amber Singh had an additional income of Rs. 13200 per Acre in cotton and Rs. 3,500 per Acre in Red Gram. In the same way, others farmers were also able to generate the benefits from the construction of water storage structures. Total Additional income generated for Seven farmers was Rs. 6, 31000/- in 2011-2012 Cropping Season with construction of Check Dams of Rs.3,24000/- an additional average income per Acre to the farmer is of Rs. 22,500/- and a series of 8 Nos. check dams are constructed on single 3rd order stream which flows Across the 6 Grama Panchayats from ridge to valley. There are 90 farmers cultivating 168 Acre of land who are benefited by getting an additional income of Rs.37,80,000/-. Keywords: Four water Concept, micro watershed, LBS, RFDs, PTs, CDs and Plantation --------------------------------------------------------------------***------------------------------------------------------------------ 1. INTRODUCTION The Integrated Watershed Management Programme (IWMP) is launched with an aim to restore the ecological balance by harnessing, conserving and developing degraded natural resources such as water, soil,vegetative cover and create sustainable livelihoods for asset less people. “Four Waters Concept” is an innovative participatory technology in watershed development which encourages the farmers in Watershed Committees to formulate the works and execute the same with their own initiatives, without the help of engineers and scientists. This Technology is named by the authors as “Four Waters Concept” since this is evolved by integrating the “Four Waters” , viz. rain water, soil moisture, ground water and surface water. The advantages of this technology are that with the same cost, it is possible to increase the benefits three time more, and increase the recharge to ground water ten times more than earlier. Cost effective works have been introduced in this concept and can be implemented with better results. The works proposed in this technology can be executed by the farmers without the medium contractors. The works can be executed by the watersheds committees, without the usual preparation of plans and estimates by the field engineers. These works are very simple and mostly consist of earthwork excavation. There is no cement – based work. 2. OBJECTIVE The major objective of the IWMP programme is to improve the ground water level by constructing the water harvesting structure like Mini Percolation tank, Percolation tank and Check dams. To sum up, the following are the important works that were executed, as per the technologies developed in the Integrated four Waters concept, That maximum benefits were derived in the watershed. This technology is generally applicable to the forest areas also. With the objective to increase the Ground water level, the following work has been carried out. The study included Questionnaire survey from the villagers( 7 farmers ) of Tamsi mandal, gunjala village and complete study of that area for a period of two years before and after the construction of check dam and other water storage structures.
  • 2. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 04 Issue: 04 | Apr-2015, Available @ http://www.ijret.org 552 INTEGRATED WATERSHED MANAGEMENT PROGRAMME THE SUCCESS STORY OF CHECK DAM IN THE INTEGRATED WATERSHED MANAGEMENT PROGRAMEE (IWMP) IN DHANORA PROJECT (2009-10) OF GUNJALA MICRO WATERSHED IN TAMSI MANDAL OF ADILABAD DISTRICT NAME OF THE PROJECT: DHANORA BATCH : 2009-10 NAME OF THE MANDAL: TAMSI NAME OF THE MICRO WATERHSED GUNJALA TOTAL PROJECT AREA: 4566 Hac TOTAL PROJECT COST : 547.92 LAKHS. TOTAL MICRO WATERSHED AREA: 710 Hac TOTAL OUT LAYOF MWS: 85.20 LAKHS. EXPENDITURE OF MWS: 42.98 LAKHS LONGITUTE OF CD : 780 25’ 27” LATITUTE : 190 47’ 57’’ The Gunjala trible village of Tamsi mandal is a drought area, covered with red gravel soil the availability of ground water is below 300-400 fts. Though the rainfall is 1100mm the major problem of this village is scarcity of ground water, and there is only a single third order stream which flows Across the village from ridge to valley. Due to non availability of water harvesting structures, the rain water is to run off. The Gunjala trible village of Tamsi mandal is a drought area, covered with red gravel soil the availability of ground water is below 300-400 fts. Though the rainfall is 1100mm the major problem of this village is scarcity of ground water, and there is only a single third order stream which flows Across the village from ridge to valley. Due to non availability of water harvesting structures, the rain water is to run off. They used to get water from the nearby Bheempur village for daily use. The villagers several time
  • 3. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 04 Issue: 04 | Apr-2015, Available @ http://www.ijret.org 553 brought to the notice of the public representatives, they have drilled the bore wells in different locations. But the bores are failed, due to scarcity of ground water. In the year 2009-10 Government of India has launched The Integrated Watershed Management Programme (IWMP) with an aim to restore the ecological balance by harnessing, conserving and developing degraded natural resources such as water, soil, vegetative cover and create sustainable livelihoods for asset less. Under IWMP 2009-10, (9) Mega watersheds have been sanctioned to Adilabad district. Dhanora is one among them by covering (6) Micro watershed villages, the total project area is 4566 Hac, Project Cost Rs. 547.92 Lakhs. The sanctioned area of Gunjala micro watershed is 710 Hac with a outlay of Rs. 85.20 Lakhs. Out of which the total expenditure incurred is Rs.39.12 Lakhs and constructed LBS, RFDs, PTs, CDs and Plantation. 3. METHODOLOGY 3.1 Construction of Structures (Engineering) 1. Mini Percolation tanks (M.P.Ts) – 30 to 40 per water shed in the first and second order streams and Big percolation tanks in 3rd and 4th order streams were constructed. 2. Check dams in the 2nd or 3rd order streams with earthen dam at centre and surplus weir on side – (The earthen bund check dams should not be constructed in the main streams where maximum floods discharges will be very high). 3. Sunken pits in gullies in first and second order streams. 4. M.P.Ts at head of gullies and up stream of sunken pits and drainage line treatment. 5. C.C.Ts strictly along contour, with side slopes for cut section with M.P.Ts at gully junctions. 6. Boundary bunds to be formed with “Boundary Bund” technology. Contour bunds to be formed wherever farmers agree. Contour ploughing in rainfed lands. 7. Diversions drain and sump, for recharging open dug wells. 8. Sub surface dam at the downstream of Watershed. 9. Rubble stone diversion weir on the mainstream, for gravity irrigation. 10. Restoring and desilting very small tanks (kuntas) lying within the watershed. 3.2 Vegetative 1. Cover crops in rainfed lands. 2. Tree plantations on all uncultivated lands to develop a 3 tier canopy. 3. Trees on all boundary bunds of rainfed lands, with a small trench on either side. 4. Vegetative cover (agave) for gully slopes. 5. Tree plantation on slopes and banks of gully. 6. Nurseries for fodder, timber, fuelwood and horticulture. 7. Agro-forestry including block plantations, Shelter belts, sand dune stabilization etc. 8. Pasture development either by itself or in conjunction with plantation. 3.3 General Topographic contour surveys (contour interval of 1m), soil classification and land capability analysis will have to be done before starting the works. R&D on specific technical aspects can be undertaken, as felt necessary. 3.4 Social and Managerial The above structural works are very simple and mostly consist of earthwork excavation. There is no cement - based work, (like concrete, masonry, plastering for check dam etc.) anywhere in the entire watershed. None of the works cost more than Rs. 8,000/- each. Vested interests and local political pressures to execute works, which were existing in some water sheds earlier, are automatically eliminated in this technology, as there is no scope for making money or earning profits in such small works. Again participation is maximum and automatic in this technology, since not more than two farmers are involved in any work.
  • 4. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 04 Issue: 04 | Apr-2015, Available @ http://www.ijret.org 554 4. RESULTS-OUT COME OF CHECK DAM Table 1 Farmer details Before Construction of CD – Jun 2010 to Dec 2010 After Construction of CD –Jun 2011 to Mar 2012 Additional yield & Income Cotton Red gram Cotton Red gram Cotton Red gram Jadhav uttham (5 Acre ) 7 Qts/Acre 1.2 Qts/Acre 11 Qts/Acre 3 Qts/Acre 4 Qts/Acre 1.8 Qts/Acre Rate per Qtl 4400 3500 4400 3500 Total Income Rs.30800 Rs.4200 Rs.48400 Rs.10500 Rs.17600 Rs.6300 Crop Period June to Dec June to Dec June to March June to February The above table analysis indicates the farmer Jadhav Uttam has an additional income of Rs. 17,600 per Acre in cotton and Rs. 6300 per Acre in Red Gram. The above farmer is cultivating the cotton and Red Gram in 5 Acre of land. The total additional income generated after construction of Check Dam of Rs. 1,19,500/- for the Jadhav Uttam in 2012 Cropping Season. Table 2: Farmer details Before Construction of CD – Jun 2010 to Dec 2010 After Construction of CD –Jun 2011 to Mar 2012 Additional yield & Income Cotton Red gram Cotton Red gram Cotton Red gram Gnansingh (4 Acre) 6 Qts/Acre 1.5 Qts/Acre 10 Qts/Acre 3 Qts/Acre 4 Qts/Acre 1. Qts/Acre Rate per Qtl 4400 3500 4400 3500 Total Income Rs.26,400 Rs.5,250 Rs.44,000 Rs.10500 Rs.17600 Rs.5250 Crop Period June to Dec June to Dec June to March June to February The above table analysis indicates the farmer Gnan Singh has an additional income of Rs. 17600 per Acre in cotton and Rs. 5,250 per Acre in Red Gram. The above farmer is cultivating the cotton and Red Gram in 4 Acre of land. The total additional income generated after construction of Check Dam of Rs. 91,400/- for the Gnan Singh in 2012 Cropping Season. Table 3: Farmer details Before Construction of CD –Jun 2010 to Dec 2010 After Construction of CD –Jun 2011 to Mar 2012 Additional yield & Income Cotton Red gram Cotton Red gram Cotton Red gram Amber Singh (3 Acre) 8 Qts/Acre 2 Qts/Acre 11 Qts/Acre 3 Qts/Acre 3 Qts/Acre 1. Qts/Acre Rate per Qtl 4400 3500 4400 3500 Total Income Rs.35,200/- Rs.7000/- Rs.55,000/- Rs.10500/- Rs.13200/- Rs.3500/- Crop Period June to Dec June to Dec June to March June to February The above table analysis indicates the farmer Amber Singh has an additional income of Rs. 13200 per Acre in cotton and Rs. 3,500 per Acre in Red Gram. The above farmer is cultivating the cotton and Red Gram in 3 Acre of land. The total additional income generated after construction of Check Dam of Rs. 50,100/- for the Amber Singh in 2012 Cropping Season. Table 4: Farmer details Before Construction of CD – Jun 2010 to Dec 2010 After Construction of CD –Jun 2011 to Mar 2012 Additional yield & Income Cotton Red gram Cotton Red gram Cotton Red gram Mesram Eshwar (6 Acres) 7 Qts/Acre 1.5 Qts/Acre 11 Qts/Acre 3 Qts/Acre 3 Qts/Acre 1. Qts/Acre
  • 5. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 04 Issue: 04 | Apr-2015, Available @ http://www.ijret.org 555 Rate per Qtl 4400 3500 4400 3500 Total Income Rs.30,800/- Rs.5250/- Rs.55,000/- Rs.10500/- Rs.24200/- Rs.3500/- Crop Period June to Dec June to Dec June to March June to February The above table analysis indicates the farmer Mesram Eshwar has an additional income of Rs. 24200 per Acre in cotton and Rs. 3,500 per Acre in Red Gram. The above farmer is cultivating the cotton and Red Gram in 6 Acre of land. The total additional income generated after construction of Check Dam of Rs. 1,66,200/- for the Mesram Eshwar in 2012 Cropping Season. Table 5 Farmer details Before Construction of CD –Jun 2010 to Dec 2010 After Construction of CD –Jun 2011 to Mar 2012 Additional yield & Income Cotton Red gram Cotton Red gram Cotton Red gram Somula Tukaram (2 Acres) 5 Qts/Acre 1.5 Qts/Acre 8 Qts/Acre 3 Qts/Acre 3 Qts/Acre 1. 5 Qts/Acre Rate per Qtl 4400 3500 4400 3500 Total Income Rs.22,000 Rs.5250 Rs.35,200 Rs.10500 Rs.13200 Rs.5250 Crop Period June to Dec June to Dec June to March June to February The above table analysis indicates the farmer Somula Tukaram has an additional income of Rs. 13200 per Acre in cotton and Rs. 5250 per Acre in Red Gram. The above farmer is cultivating the cotton and Red Gram in 2 Acre of land. The total additional income generated after construction of Check Dam of Rs. 36,900/- for the Somula Tukaram in 2012 Cropping Season. Table 6: Farmer details Before Construction of CD – Jun 2010 to Dec 2010 After Construction of CD – Jun 2011 to Mar 2012 Additional yield & Income Cotton Red gram Cotton Red gram Cotton Red gram Rathod Dulsingh (3 Acres) 6 Qts/Acre 1 Qts/Acre 8 Qts/Acre 3 Qts/Acre 2 Qts/Acre 2 Qts/Acre Rate per Qtl 4400 3500 4400 3500 Total Income Rs.26,400 Rs.3500 Rs.35,200 Rs.10500 Rs.8800 Rs.7000 Period June to Dec June to Dec June to March June to February The above table analysis indicates the farmer Rathod Dulsingh has an additional income of Rs. 8800 per Acre in cotton and Rs. 7000 per Acre in Red Gram. The above farmer is cultivating the cotton and Red Gram in 3 Acre of land. The total additional income generated after construction of Check Dam of Rs. 47,400/- for the Rathod Dulsingh in 2012 Cropping Season. . Table 7: Farmer details Before Construction of CD –Jun 2010 to Dec 2010 After Construction of CD – Jun 2011 to Mar 2012 Additional yield & Income Cotton Red gram Cotton Red gram Cotton Red gram Jadhav Ganesh 7 Qts/Acre 1.2 Qts/Acre 11 Qts/Acre 3 Qts/Acre 4 Qts/Acre 1.8 Qts/Acre
  • 6. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 04 Issue: 04 | Apr-2015, Available @ http://www.ijret.org 556 (5 Acres) Rate per Qtl 4400 3500 4400 3500 Total Income Rs.30800 Rs.4200 Rs.48400 Rs.10500 Rs.17600 Rs.6300 Period June to Dec June to Dec June to March June to February The above table analysis indicts the farmer Jadhav Ganesh has an additional income of Rs. 17600 per Acre in cotton and Rs. 6300 per Acre in Red Gram. The above farmer is cultivating the cotton and Red Gram in 5 Acre of land. The total additional income generated after construction of Check Dam of Rs. 1,19,500/- for the Jadhav Ganesh in 2012 Cropping Season. . 5. CONCLUSION 1. The major objective of the IWMP programme is to improve the ground water level and the ground water level is improved by constructing the water harvesting structure like Mini Percolation tank, Percolation tank and Check dams. At Gunjala watershed area and Ankoli water shed area of Adilabad District. 2. Soil erosion is controlled and soil moisture conservation is improved by constructing of gully control works and thus improved the productivity of land and reduced the cost of cultivation and quality of produles also improved. 3. By improving the ground water level and reducing the erosion control will boost the economic condition of the poor farmer trough improvement of agriculture production to words integrated approach in IWMP programme. 4. Total Additional income generated for Seven farmers of Rs. 6, 31000/- in 2011-2012 Cropping Season with construction of Check Dams of Rs.3,24000/- an additional average income per Acre to the farmer is of Rs. 22,500/- and a series of 8 Nos. check dams are constructed on single 3rd order stream which flows Across the 6 Grama Panchayats from ridge to valley. There are 90 farmers cultivating 168 Acre of land who are benefited by getting an additional income of Rs.37,80,000/- DISCUSSION It is also necessary to increase the recharge to ground water in rural as well as urban areas. Land use in the urban areas is different from that of the rural areas (agriculture, crops) Most of the urban area would comprise paved roads, built up areas, open grounds (play grounds, parks etc.,) The amount of deep percolation taking place in the rural area predominantly with an agricultural covers for the land, is appreciable. Hence, we can make use of the structures like percolation tanks , contour trenches, soak pits etc which can increase the ground water recharge. The above idea of providing water storage structures can also be implied in forest areas. REFERENCES [1] Innovative Participatory Technologies for Watershed Development and Drought Prone Areas of India (four water concept) by – Sri. T. Hanumanth Rao Former Engineer – in – Chief, Irrigation , Andhra Pradesh. [2] Technical Manual of Rural Development Department on Watersheds by SLNA [3] www.google.com and www.iwmp.gov.telangana.in [4] Detailed Project Report of Ankoli Megh watershed and Gunjala Watersheds