Integrated Watershed Management
& Rainwater Harvesting

 Prof. T. I. Eldho , Department of Civil Engineering,
                      Indian Institute of Technology Bombay/ India.



•Contents
• India’s Water Resources
• Watershed Development & Modelling
• Integrated Watershed Management
• Water Conservation & Harvesting
• Successful Case Study
Integrated Water Resources Development and
Management: IWRDM.
Integration of -
- River basin resources- surface and ground.
- Demands - consumptive and non-consumptive,
and supplies.
- Facilities - mega to micro.
- Human and eco-systems.
- S&T and engineering with social, economic,
synergic needs.
INDIA’S LAND RESOURCE, IRRIGATION
AND FOOD PRODUCTION
• India has 2% of world’s land, 4% of freshwater, 16% of
population, and 10% of its cattle.
• Geographical area = 329 Mha of which 47% (142 Mha) is
cultivated, 23% forested, 7% under non-agri use, 23%
waste.
• Per capita availability of land 50 years ago was 0.9 ha,
could be only 0. 14 ha in 2050.
• Out of cultivated area, 37% is irrigated which produces
55% food; 63% is rain-fed producing 45% of 200 M t of
food.
• In 50 years (ultimate), proportion could be 50:50
producing 75:25 of 500 M t of required food.
SOME INFERENCES FROM RIVER BASIN STATISTICS
• Himalayan Rivers Water: 300 utilizable, 1200 BCM
available.
• Himalayan large dams presently store 80 BCM. New
dams under consideration could store 90 BCM.
• Peninsular Rivers Water: 400 utilizable, 700 BCM
available.
• Peninsular large dams presently store 160 BCM. New
dams under consideration could store 45 BCM.
• In all, large dams presently store 240 BCM. New
dams under consideration could store 135 BCM. Total
storage thus could be 375 BCM only.
WITHDRAWAL OF WATER- 2050, AVAILABILITY

India’s Yearly Requirement in 2050 (Km3 = BCM)
• For growing food and feed at 420 to 500 million tonnes = 628 to 807 BCM
• Drinking water plus domestic and municipal use for rural population at
150 lpcd and for urban population at 220 lpcd = 90 to 110 BCM
•Hydropower and other energy generation = 63 to 70 BCM
•Industrial use = 81 to 103 BCM
•Navigational use = 15 BCM
•Loss of water by evaporation from reservoirs = 76 BCM
•Environment and ecology = 20 BCM
Total           970 to 1200 BCM
Availability    1100 to 1400 BCM
Where does the water come from?
•New dams - inter-basin transfer
•Groundwater - underdeveloped
•Demand Management
•Water savings - increase in efficiency,
reduce evaporation.
•Water productivity - increases in crop per
drop
•Trade (virtual water), import food.
Part 2: Watershed
   Development & Modelling
Limited water resources,-
more demand.


Watershed is the basic scientific unit.
 Need for proper planning and management.
Integrated watershed development approach
  Digital revolution
  Recent advances in watershed modelling -
    use of computer models, remote sensing
    and GIS.
WATERSHED Development

 Watershed
 Characteristics.
 Hydrology of
 watershed.
      Watershed (ha)        Classification

      50,000-2,00,000   Watershed
      10,000-50,000     Sub-watershed
      1,000-10,000      Milli- watershed
      100-1,000         Micro-watershed
      10-100            Mini-watershed
WATERSHED Development …
Parameters of Watershed
• Size
•Shape
•Physiography
•Climate
•Drainage
•Land use
•Vegetation
•Geology and Soils
•Hydrology
•Hydrogeology
•Socioeconomics
WATERSHED MODELLING …
Watershed modelling steps
              1. Formulation
              2. Calibration/verification
              3. Application
Watershed model constitutes
              1. Input function
              2. Output function
              3. Transform function
WATERSHED MODELLING …

                           Precipitation
           ET


                          Interception                  ET
                            Storage



                         Surface Storage            Surface Runoff



                                         Infiltration


                            Interflow
                                                                     Direct Runoff


           Percolation
                                                        Baseflow

                          Groundwater                                 Channel
                            Storage                                   Processes


  Fig Flowchart of simple watershed model (McCuen, 1989)
WATERSHED MODELLING …
  General Classification of Models
Broadly classified into three types
Black Box Models: These models describe mathematically the
relation between rainfall and surface runoff without describing
the physical process by which they are related.
e.g. Unit Hydrograph approach
Lumped models:
These models occupy an intermediate position between the
distributed models and Black Box Models. e.g. Stanford
Watershed Model
Distributed Models:
These models are based on complex physical theory, i.e. based
on the solution of unsteady flow equations.
Part 3: Integrated Watershed Management
     Background
 • Large water resources development projects in India
 have adverse socio-economic and environmental consequences.

 • The failure of such projects, contributed to indebtedness,
 raising economic pressure and jeopardising future development.

 • Indiscriminate expansion of marginal lands and over-utilisation
 of existing water resources for irrigation.

 •    Traditional water harvesting systems have suffered sever neglect.

 • This type of development not only called into question
 • the adequacy of water resources schemes but triggered the urgent
 • search for more effective and appropriate management strategies.

 • Major response to follow “Integrated Watershed Management Approach”.
Concepts and Principles of IWM
Objectives:
 Water has multiples uses and must be managed in an integrated way.
 Water should be managed at the lowest appropriate level.
 Water allocation should take account of the interests of all who are affected.
 Water should be recognised and treated as an economic good.
Strategies:
 A long term, viable sustainable future for basin stake holders.
 Equitable access to water resources for water users.
 The application of principles of demand management for efficient utilisation.
 Prevention of further environmental degradation (short term) and the restoration of
     degraded resources (long term). .
Implementation Programs:
 Comprise an overall strategy that clearly defines the management objectives, a delivery
   mechanisms and a monitoring schedule that evaluates program performance.
 Recognise that the development of water resources may require research, to assess the
    resource base through modelling and development of DSS, and to determine the
    linkage between water resources and the impacts on environment, socio-economy.
 Ensure that mechanisms and policies are established that enables long term support.
Integrated Watershed Approach

IWM is the process of planning and implementing water and natural
resources …… an emphasis on integrating the bio-physical, socio-economic
and institutional aspects.
                         High




                                                                            water conservation,
                                                                                                                           Project success


                                                      Socio-economic with
                                                       water conservation
  Public Participation




                                                                            Socio-economic,




                                                                                                    Public participation
                                                                            participation




                                                                                                    planning, design,
                                                                                                    implementation
                                 Mainly water
                                 conservation




                         Low

                                1970                 1980                   1990                  2000
                                                Watershed development program


Social issues are addressed through involvement of women and minority.

Community led water users groups have led the implementation efforts.
•The four engineering and management tools for
effective and sustainable development of water
resources in semi-arid rural India: -
          • Appropriate technologies
          • Decentralised development system
          • Catchment based water resources planning
          • Management information system

•In past the efforts were more on the soil conservation and
taking measures on the land where as we used to neglect the
welfare of the land users.
• For sustainable watershed management there is need
to integrate the social and economic development together
with soil and water conservation
IWA – Modeling through
Advanced Technologies
Part 4: Water Conservation &
Harvesting




      Total water management for
      sustainable development?.
Water Conservation
  Important step for solutions to issues of water
  and environmental conservation is to change
  people's attitudes and habits
  Conserve water because it is right thing to do!.

  What you can do to conserve water?
  Use only as much water as you require. Close
  the taps well after use. While brushing or other
  use, do not leave the tap running, open it only
  when you require it. See that there are no
  leaking taps.
   Use a washing machine that does not consume
  too much water. Do not leave the taps running
  while washing dishes and clothes.
Water Conservation…
  Install small shower heads to reduce the flow of
  the water. Water in which the vegetables &
  fruits have been washed - use to water the
  flowers & plants.
   At the end of the day if you have water left in
  your water bottle do not throw it away, pour it
  over some plants.

  Re-use water as much as possible
  Change in attitude & habits for
  water conservation
  Every drop counts!!!
Rain Water Harvesting?.
• Rain Water Harvesting RWH- process of collecting,
conveying & storing water from rainfall in an area – for
beneficial use.
• Storage – in tanks, reservoirs, underground storage-
groundwater
• Hydrological Cycle
Rain Water Harvesting?.
• RWH - yield copious amounts of water. For an
average rainfall of 1,000mm, approximately four million
litres of rainwater can be collected in a year in an acre
of land (4,047 m2), post-evaporation.
•As RWH - neither energy-intensive nor labour-
intensive
•It can be a cost-effective alternative to other water-
accruing methods.
• With the water table falling rapidly, & concrete
surfaces and landfill dumps taking the place of water
bodies, RWH is the most reliable solution for
augmenting groundwater level to attain self-sufficiency
RWH – Methodologies


• Roof Rain Water Harvesting
• Land based Rain Water Harvesting
• Watershed based Rain Water harvesting
   • For Urban & Industrial Environment –
      • Roof & Land based RWH
         • Public, Private, Office & Industrial buildings
         • Pavements, Lawns, Gardens & other open
         spaces
Rain Water Harvesting– Advantages
1.Provides self-sufficiency to water supply
2.Reduces the cost for pumping of ground water
3.Provides high quality water, soft and low in minerals
4.Improves the quality of ground water through
dilution when recharged
5.Reduces soil erosion & flooding in urban areas
6.The rooftop rain water harvesting is less expensive
& easy to construct, operate and maintain
7. In desert, RWH only relief
8. In saline or coastal areas & Islands, rain water
provides good quality water
Part 5: Successful Case Study




                        Catchment Area =
                        1800 km2
Jhabua Watershed: Case Study
Madhya Pradesh ( INDIA ), ~ altitude of 380 m to
540 m. Area – 1800 sq.km
 Highly undulating, sparsely distributed forest cover.

                              ~ 57% arable land including cultivable fellow and
                              ~ 18% notified as forest land.

                                Average rainfall ~ 750 mm per annum.


~ 20-30 events during June-September

~ Classified as drought prone region.

 Moisture deficit during January
 to May months each year.
Jhabua watershed: Case study


Major crops:
Maize, Cotton, Peanuts,
Soyabeans;
Gram, Black beans, Oil
seeds.
      Predominantly tribal population, 92%
      engaged in agriculture.
                  ~ high seasonal migration
                  ~ economically one of the
      most backward district
Yearly rainfall departure from the mean for rainfall station
Jhabua




                                            Seasonal
                                            rainfall
                                            departure
                                            are
                                            extremely
                                            variable.
Development Issues


•Subsistence of rain-fed mono-cropping farming
system with low agriculture productivity
•Undulating topography and soil erosion due to
overgrazing causing degradation of land.
•High pressure of population on the agriculture
land leading to substantial poverty causing
immigration.
•Absence of decentralized water resources and
basic infrastructure facilities.
•Degradation of forestry land due to absence of
community involvement in protection of the forest.
Planning & Implementation

A Three step IWMA model approach

1. Resources Mapping using Geographical
   Information System
2. Appropriate Technology
3. Management Information System
Resources mapping: Ground water dynamics




 Total alluvium area= 18.5 km2

  Channel porosity = 20%
  Depth of wetting front = 4.0 m
      Total storage capacity = 14.8 x106 m3.
Resources mapping: Surface water storage




           Reservoir in main channel




    Total number of reservoirs = 144

    Storage capacity = 81.3 x 106 m3
Appropriate Technology
                         Water conservation
                         and groundwater
                         recharge techniques



                         Water harvesting
                         cum supplementary
                         irrigation techniques
                         in Jhabua
Water Conservation

Water conservation interventions includes
contour trenches, gully plugging, vegetative
and field bunding, percolation tanks.
Overall land treatment against potential area is varying between 40-60%.

  Type of land ownership for soil                                  2%   5%
     and water conservation                                                                    28%

             measures

    25%
                                                            65%
                                                45%
                                                        Contour bunding       Gully plugging
                                                        Staggered trenching   Level terraces



      30%

     Private land   Fallow land   Forest land
                                                      Techniques of soil and water
                                                         conservation measures
Joint Forest Management

Redevelopment of forest is essential for catering socio-
economics needs of the people and ecological needs
of the region.


Forest committees are formed for forest protection and
part of area is made available for grazing on rotation
basis.


 Implementing agencies promoted the concept of “Social
 Fencing” people protecting the forest and grazing land.
Community participation and local capacity building
Development of new village level institutions and local capacity building.

Operation & maintenance of structures, regulation of financial matters, and
conflict resolution.
Discussion

Success interventions reside in integration of appropriate technical and
managerial measures.

People’s participation in the entire process are most important.

The benefits of water harvesting and water conservation definitely reached.

Efficient utilisation of funds, only 10-15% spent on non-project costs.

Thus, IWM approach may be characterised by

    •Community management built on existing social structure,

    •Project management drawn from village level organisations,

    •Joint forest management with community participation,
    •Self-help water user groups and community based banking institutions.

Limitation: 100% drought proofing for every water use can not be achieved.
Concluding Remarks
The integrated watershed management approach
have the following major components:


   • Promote sustainable economic development through optimum
   utilisation of natural resources and local capacity building.

   • Restore ecological balance through community participation
   and cost affordable technologies for easy acceptance.

   • Improving living conditions of the poorer through more equitable
   resources distribution and greater access to income
   generating activities.
Concluding Remarks


• About 2-4 meter water level increase is observed in selected wells.


• Watershed management can easily cope with climate change impacts.


• The benefits of water harvesting and water conservation not only for
 drinking water security but also for agriculture definitely reached.

•Efficient utilisation of funds as only 10-15% of the total budget
spent on non-project costs.


• Water security through IWM
Dr. T. I. Eldho
Associate Professor,
Department of Civil Engineering,
Indian Institute of Technology Bombay,
Mumbai, India, 400 076.
Email: eldho@iitb.ac.in
Phone: (022) – 25767339; Fax: 25767302
http://www.civil.iitb.ac.in

RAIN WATER HARVESTING

  • 1.
    Integrated Watershed Management &Rainwater Harvesting Prof. T. I. Eldho , Department of Civil Engineering, Indian Institute of Technology Bombay/ India. •Contents • India’s Water Resources • Watershed Development & Modelling • Integrated Watershed Management • Water Conservation & Harvesting • Successful Case Study
  • 2.
    Integrated Water ResourcesDevelopment and Management: IWRDM. Integration of - - River basin resources- surface and ground. - Demands - consumptive and non-consumptive, and supplies. - Facilities - mega to micro. - Human and eco-systems. - S&T and engineering with social, economic, synergic needs.
  • 3.
    INDIA’S LAND RESOURCE,IRRIGATION AND FOOD PRODUCTION • India has 2% of world’s land, 4% of freshwater, 16% of population, and 10% of its cattle. • Geographical area = 329 Mha of which 47% (142 Mha) is cultivated, 23% forested, 7% under non-agri use, 23% waste. • Per capita availability of land 50 years ago was 0.9 ha, could be only 0. 14 ha in 2050. • Out of cultivated area, 37% is irrigated which produces 55% food; 63% is rain-fed producing 45% of 200 M t of food. • In 50 years (ultimate), proportion could be 50:50 producing 75:25 of 500 M t of required food.
  • 4.
    SOME INFERENCES FROMRIVER BASIN STATISTICS • Himalayan Rivers Water: 300 utilizable, 1200 BCM available. • Himalayan large dams presently store 80 BCM. New dams under consideration could store 90 BCM. • Peninsular Rivers Water: 400 utilizable, 700 BCM available. • Peninsular large dams presently store 160 BCM. New dams under consideration could store 45 BCM. • In all, large dams presently store 240 BCM. New dams under consideration could store 135 BCM. Total storage thus could be 375 BCM only.
  • 5.
    WITHDRAWAL OF WATER-2050, AVAILABILITY India’s Yearly Requirement in 2050 (Km3 = BCM) • For growing food and feed at 420 to 500 million tonnes = 628 to 807 BCM • Drinking water plus domestic and municipal use for rural population at 150 lpcd and for urban population at 220 lpcd = 90 to 110 BCM •Hydropower and other energy generation = 63 to 70 BCM •Industrial use = 81 to 103 BCM •Navigational use = 15 BCM •Loss of water by evaporation from reservoirs = 76 BCM •Environment and ecology = 20 BCM Total 970 to 1200 BCM Availability 1100 to 1400 BCM
  • 6.
    Where does thewater come from? •New dams - inter-basin transfer •Groundwater - underdeveloped •Demand Management •Water savings - increase in efficiency, reduce evaporation. •Water productivity - increases in crop per drop •Trade (virtual water), import food.
  • 7.
    Part 2: Watershed Development & Modelling Limited water resources,- more demand. Watershed is the basic scientific unit. Need for proper planning and management. Integrated watershed development approach Digital revolution Recent advances in watershed modelling - use of computer models, remote sensing and GIS.
  • 8.
    WATERSHED Development Watershed Characteristics. Hydrology of watershed. Watershed (ha) Classification 50,000-2,00,000 Watershed 10,000-50,000 Sub-watershed 1,000-10,000 Milli- watershed 100-1,000 Micro-watershed 10-100 Mini-watershed
  • 9.
    WATERSHED Development … Parametersof Watershed • Size •Shape •Physiography •Climate •Drainage •Land use •Vegetation •Geology and Soils •Hydrology •Hydrogeology •Socioeconomics
  • 10.
    WATERSHED MODELLING … Watershedmodelling steps 1. Formulation 2. Calibration/verification 3. Application Watershed model constitutes 1. Input function 2. Output function 3. Transform function
  • 11.
    WATERSHED MODELLING … Precipitation ET Interception ET Storage Surface Storage Surface Runoff Infiltration Interflow Direct Runoff Percolation Baseflow Groundwater Channel Storage Processes Fig Flowchart of simple watershed model (McCuen, 1989)
  • 12.
    WATERSHED MODELLING … General Classification of Models Broadly classified into three types Black Box Models: These models describe mathematically the relation between rainfall and surface runoff without describing the physical process by which they are related. e.g. Unit Hydrograph approach Lumped models: These models occupy an intermediate position between the distributed models and Black Box Models. e.g. Stanford Watershed Model Distributed Models: These models are based on complex physical theory, i.e. based on the solution of unsteady flow equations.
  • 13.
    Part 3: IntegratedWatershed Management Background • Large water resources development projects in India have adverse socio-economic and environmental consequences. • The failure of such projects, contributed to indebtedness, raising economic pressure and jeopardising future development. • Indiscriminate expansion of marginal lands and over-utilisation of existing water resources for irrigation. • Traditional water harvesting systems have suffered sever neglect. • This type of development not only called into question • the adequacy of water resources schemes but triggered the urgent • search for more effective and appropriate management strategies. • Major response to follow “Integrated Watershed Management Approach”.
  • 14.
    Concepts and Principlesof IWM Objectives:  Water has multiples uses and must be managed in an integrated way.  Water should be managed at the lowest appropriate level.  Water allocation should take account of the interests of all who are affected.  Water should be recognised and treated as an economic good. Strategies:  A long term, viable sustainable future for basin stake holders.  Equitable access to water resources for water users.  The application of principles of demand management for efficient utilisation.  Prevention of further environmental degradation (short term) and the restoration of degraded resources (long term). . Implementation Programs:  Comprise an overall strategy that clearly defines the management objectives, a delivery mechanisms and a monitoring schedule that evaluates program performance.  Recognise that the development of water resources may require research, to assess the resource base through modelling and development of DSS, and to determine the linkage between water resources and the impacts on environment, socio-economy.  Ensure that mechanisms and policies are established that enables long term support.
  • 15.
    Integrated Watershed Approach IWMis the process of planning and implementing water and natural resources …… an emphasis on integrating the bio-physical, socio-economic and institutional aspects. High water conservation, Project success Socio-economic with water conservation Public Participation Socio-economic, Public participation participation planning, design, implementation Mainly water conservation Low 1970 1980 1990 2000 Watershed development program Social issues are addressed through involvement of women and minority. Community led water users groups have led the implementation efforts.
  • 16.
    •The four engineeringand management tools for effective and sustainable development of water resources in semi-arid rural India: - • Appropriate technologies • Decentralised development system • Catchment based water resources planning • Management information system •In past the efforts were more on the soil conservation and taking measures on the land where as we used to neglect the welfare of the land users. • For sustainable watershed management there is need to integrate the social and economic development together with soil and water conservation
  • 17.
    IWA – Modelingthrough Advanced Technologies
  • 18.
    Part 4: WaterConservation & Harvesting Total water management for sustainable development?.
  • 19.
    Water Conservation Important step for solutions to issues of water and environmental conservation is to change people's attitudes and habits Conserve water because it is right thing to do!. What you can do to conserve water? Use only as much water as you require. Close the taps well after use. While brushing or other use, do not leave the tap running, open it only when you require it. See that there are no leaking taps. Use a washing machine that does not consume too much water. Do not leave the taps running while washing dishes and clothes.
  • 20.
    Water Conservation… Install small shower heads to reduce the flow of the water. Water in which the vegetables & fruits have been washed - use to water the flowers & plants. At the end of the day if you have water left in your water bottle do not throw it away, pour it over some plants. Re-use water as much as possible Change in attitude & habits for water conservation Every drop counts!!!
  • 21.
    Rain Water Harvesting?. •Rain Water Harvesting RWH- process of collecting, conveying & storing water from rainfall in an area – for beneficial use. • Storage – in tanks, reservoirs, underground storage- groundwater • Hydrological Cycle
  • 22.
    Rain Water Harvesting?. •RWH - yield copious amounts of water. For an average rainfall of 1,000mm, approximately four million litres of rainwater can be collected in a year in an acre of land (4,047 m2), post-evaporation. •As RWH - neither energy-intensive nor labour- intensive •It can be a cost-effective alternative to other water- accruing methods. • With the water table falling rapidly, & concrete surfaces and landfill dumps taking the place of water bodies, RWH is the most reliable solution for augmenting groundwater level to attain self-sufficiency
  • 23.
    RWH – Methodologies •Roof Rain Water Harvesting • Land based Rain Water Harvesting • Watershed based Rain Water harvesting • For Urban & Industrial Environment – • Roof & Land based RWH • Public, Private, Office & Industrial buildings • Pavements, Lawns, Gardens & other open spaces
  • 24.
    Rain Water Harvesting–Advantages 1.Provides self-sufficiency to water supply 2.Reduces the cost for pumping of ground water 3.Provides high quality water, soft and low in minerals 4.Improves the quality of ground water through dilution when recharged 5.Reduces soil erosion & flooding in urban areas 6.The rooftop rain water harvesting is less expensive & easy to construct, operate and maintain 7. In desert, RWH only relief 8. In saline or coastal areas & Islands, rain water provides good quality water
  • 25.
    Part 5: SuccessfulCase Study Catchment Area = 1800 km2
  • 26.
    Jhabua Watershed: CaseStudy Madhya Pradesh ( INDIA ), ~ altitude of 380 m to 540 m. Area – 1800 sq.km Highly undulating, sparsely distributed forest cover. ~ 57% arable land including cultivable fellow and ~ 18% notified as forest land. Average rainfall ~ 750 mm per annum. ~ 20-30 events during June-September ~ Classified as drought prone region. Moisture deficit during January to May months each year.
  • 27.
    Jhabua watershed: Casestudy Major crops: Maize, Cotton, Peanuts, Soyabeans; Gram, Black beans, Oil seeds. Predominantly tribal population, 92% engaged in agriculture. ~ high seasonal migration ~ economically one of the most backward district
  • 28.
    Yearly rainfall departurefrom the mean for rainfall station Jhabua Seasonal rainfall departure are extremely variable.
  • 29.
    Development Issues •Subsistence ofrain-fed mono-cropping farming system with low agriculture productivity •Undulating topography and soil erosion due to overgrazing causing degradation of land. •High pressure of population on the agriculture land leading to substantial poverty causing immigration. •Absence of decentralized water resources and basic infrastructure facilities. •Degradation of forestry land due to absence of community involvement in protection of the forest.
  • 30.
    Planning & Implementation AThree step IWMA model approach 1. Resources Mapping using Geographical Information System 2. Appropriate Technology 3. Management Information System
  • 31.
    Resources mapping: Groundwater dynamics Total alluvium area= 18.5 km2  Channel porosity = 20%  Depth of wetting front = 4.0 m Total storage capacity = 14.8 x106 m3.
  • 32.
    Resources mapping: Surfacewater storage Reservoir in main channel Total number of reservoirs = 144 Storage capacity = 81.3 x 106 m3
  • 33.
    Appropriate Technology Water conservation and groundwater recharge techniques Water harvesting cum supplementary irrigation techniques in Jhabua
  • 34.
    Water Conservation Water conservationinterventions includes contour trenches, gully plugging, vegetative and field bunding, percolation tanks. Overall land treatment against potential area is varying between 40-60%. Type of land ownership for soil 2% 5% and water conservation 28% measures 25% 65% 45% Contour bunding Gully plugging Staggered trenching Level terraces 30% Private land Fallow land Forest land Techniques of soil and water conservation measures
  • 35.
    Joint Forest Management Redevelopmentof forest is essential for catering socio- economics needs of the people and ecological needs of the region. Forest committees are formed for forest protection and part of area is made available for grazing on rotation basis. Implementing agencies promoted the concept of “Social Fencing” people protecting the forest and grazing land.
  • 36.
    Community participation andlocal capacity building Development of new village level institutions and local capacity building. Operation & maintenance of structures, regulation of financial matters, and conflict resolution.
  • 37.
    Discussion Success interventions residein integration of appropriate technical and managerial measures. People’s participation in the entire process are most important. The benefits of water harvesting and water conservation definitely reached. Efficient utilisation of funds, only 10-15% spent on non-project costs. Thus, IWM approach may be characterised by •Community management built on existing social structure, •Project management drawn from village level organisations, •Joint forest management with community participation, •Self-help water user groups and community based banking institutions. Limitation: 100% drought proofing for every water use can not be achieved.
  • 38.
    Concluding Remarks The integratedwatershed management approach have the following major components: • Promote sustainable economic development through optimum utilisation of natural resources and local capacity building. • Restore ecological balance through community participation and cost affordable technologies for easy acceptance. • Improving living conditions of the poorer through more equitable resources distribution and greater access to income generating activities.
  • 39.
    Concluding Remarks • About2-4 meter water level increase is observed in selected wells. • Watershed management can easily cope with climate change impacts. • The benefits of water harvesting and water conservation not only for drinking water security but also for agriculture definitely reached. •Efficient utilisation of funds as only 10-15% of the total budget spent on non-project costs. • Water security through IWM
  • 40.
    Dr. T. I.Eldho Associate Professor, Department of Civil Engineering, Indian Institute of Technology Bombay, Mumbai, India, 400 076. Email: eldho@iitb.ac.in Phone: (022) – 25767339; Fax: 25767302 http://www.civil.iitb.ac.in