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SOIL EROSION AND ITS CONTROL FOR
MAINTAINING SOIL HEALTH
Rashmi Ranjan Barik
PROGRAMME OFFICER-NRM, OPELIP, ODISHA
Introduction to Soil Erosion
Definition :
Soil erosion is the detachment, transport & deposition of soil particle
on land surface - termed as loss of soil.
Measured as mass /unit area - tonne/ha or Kg/sq.m
Soil loss is of interest primarily On -site effect of erosion
such as loss of crop productivity
Off site effect of erosion are siltation in ditches, streams ,
reservoirs
Sediment generated by erosion processes are prime carrier
of agricultural chemicals that pollutes stream or lakes
Soil Erosion Problem
Soil is the most precious gift of nature –Prime resource -for
food, fodder etc. -Soil mismanaged -less productivity.
 In India, more than 100 million hectares -soil degraded
eroded unproductive
About 17 tones/ha soil detached annually->20% of this is
transported by river to sea -10% deposited in reservoir
results 1 to 2% loss off storage capacity.
Soil erosion deteriorates soil quality & reduces productivity
of natural, agricultural & forest ecosystem
 Soil erosion deteriorates quality of water
Increased sedimentation causes reduction of carrying
capacity of water bodies
Factors Affecting Erosion
Human Causes
Natural Causes
Striking Factors
Degenerating Forces
Factors Affecting Erosion
Erosion is directly proportional to square root of length of slope
Mechanics of Erosion
Begins with raindrops striking bare soil dislodging
particles
 Intense rains seal surface
When rainfall exceeds infiltration water is stored in small
depressions
Once depressions are filled, runoff begins
Initially water flows in a discontinuous sheet
Eventually it concentrates into small channels or rills
The runoff now has energy to break off particles and cut
deeper
The amount of erosion caused by sheet and rill erosion
increases with slope and distance
Rills may eventually form gullies
Soil Erosion Parameters
Soil erosion – function of:
Erosivity – ability to erode : depends on rainfall
Erodibility – Resistance offered to restrict
erosion (property of soil)
Topography – property of land
Management – contributed by man
 Erodibility: Detachability & transportability
Topography: Slope, length, relation to other land
Management: Land use & crop management
Types of Soil Erosion
Geological erosion, Natural erosion & Erosion from
activities of human & animals
Geological erosion: -Soil forming and
distribution-Long time process
Human and animal: Tillage, removal of plants
and Tillage, removal of plants and other
vegetation- accelerated erosion
Stream bank erosion
Landslide, Volcanic eruption, flooding
Water and wind: major factors of soil erosion
Soil Erosion Processes
Types of surface erosion
Splash Erosion Sheet Erosion Rill Erosion
Gully Erosion Stream bank Erosion
Types of erosion
Principle of Soil and Moisture Conservation
Ridge to valley treatment
Maximum possible rain water should be conserved where
it falls
Adequate vegetal cover during rainy season
Storage/ disposal of excess water with safe velocity
Checks/ barriers along the contour to control soil erosion
& ground water recharge
Integration of biological and mechanical measures
Soil Conservation
Agronomic Measures
Agronomic Measures
Contour cultivation
Vegetative Barrier
For Sloppy Land For Gully Treatment
Strip cropping
Grass waterway
To allow water to flow
In non-erosive velocity
and helps in safe diposal
of excess water
Aforestation
Cover Cropping
Mulching
Sugarcane trash mulching
Mulching in mango
Mulching in maize
Conservation Ditches
Agri-horti System ( Mango + G.Nut)
Agri-horti System
Agri-silviculture
(A.mangium + sesame)
Silvi - Pastoral system
(A.mangium + guinea grass)
Horti-Pastoral System
(Banana + Grass)
Horti - Pastoral system
Horti-silvi-pastoral system
(Guava + sissoo + stylo)
Important principles for planning engineering measures
Intercepting the rain before it reaches ground surface,
dissipate the kinetic energy to reduce detachment of soil
particle.
Increasing time of concentration of run off and there by
allowing more water to be absorbed and held by soil.
Reduce the run off volume and run off velocity
Protection against damage due to excess run off
Trapping silt particle during its flow path.
Interventions
Vegetative cover prevent rain drop to strike ground surface
directly as well reduce its energy.
Intercepting long slope into several short ones so as to
restrict the run off velocity with in critical limit.
Bunding breaks the slope length, terracing breaks the degree
of slope which increase the time of concentration.
Trenches, check dams, earthen cross bunds, gabion
structure, etc. store part of run off there by reducing run off
volume and velocity and protect against the damage caused
due to excess run off and facilitate GW recharge.
Gully control measures are constructed especially to prevent
further increase in gully size (both horizontally and
vertically) and to stabilize it to allow vegetation to grow.
Finally utilization of excess water through check dams,
diversion weirs, ponds, WHSs, wells for crop production.
Distinct Features Purpose Technological options for development
 Situated above Berna
land having 8% -25%
slope, unlevelled.
 Soil depth is up to 0.30
m and rain fed cereals,
pulses and oilseeds along
with rainy vegetables are
usually cultivated.
 Soil erosion and
nutrient loss possessions
problems.
 Safe disposal of
run-off water.
 Breaking the length of
slope.
 Retain a part of run-
off.
 Make the land suitable
for tree plantation.
 Gully stabilization
 Option in varying slope
 Diversion drain/ Grass water way
 Terracing (Level/Inward/Outward)
 Continuous contour canal
 Trenching (CCT/ ST/WAT)
 Contour Bunding/ Graded Bunding /
Stone Bunding
 Percolation Tank
 Gully control works (Semi Permanent)
 Gully Control works (Permanent)
 Sunken Gully Pit
Treatment options for different types of lands- Aat land (Up land)
Treatment option in varying slope
Grass waterways
Terracing
Grassed Waterways Diversion Drain
Continuous contour canal
Continuous Contour Trenches
Staggered Trench
Water Absorption Trench (WAT)
Slope
Contour Bunding
Contour Stone Bunding
Percolation Tank in upper reach
Sunken Gully Pit
Permanent GC Structures
Semi permanent Gully Control Structure
Distinct features Purpose Technological options for development
 Situated above Bahal
(low land) with mild
slopeof 2% to 8%
 Under levelled and
irrigation situation two
crops are assured
 Paddy with short &
medium duration are
usually cultivated
 Erosion takes place
due to over flow of runoff
water from near by areas
 To break the
slope length
 Conserve
max. water for
crop production.
 Drainage
development.
 Silt detention.
Field Bunding with outlets.
 Dev. of Drainage Course
Diversion Weir / Retention Weir.
Check dams (Masonry/ Gabion /
Low Cost Multiple Arch Type CD)
Water Harvesting Structure(WHS)
 Run-off Management Structure
Treatment options for different types of lands- Berna (medium land)
Field Bunding
Development of drainage course
Diversion Weir

Retention weir/ Wall
Retention Weir Retention Wall
Masonry check dam
Gabion Structure
Masonry Multiple Arch Type Check Dam
Water Harvesting Structure
Run off management Structure

Slope
Contour bunding
Distinct features Technological options for development
* Developed from stream bed
where water flows regularly.
Jholla land comes under this
category.
* Due to retention nature of
soil moisture and continuous
flow, two crops of paddy are
usually taken
* Drainage development
* Stone packing of bunds
* Farm Pond and Storage Structure
•Provision of spillways/Drop Str.
•Increase in water utilization efficiency
through low cost technology
Treatment options for different types of lands- Bahal (low land)
Drainage Development
Water Storage structures
Farm Pond in lower reaches
Provision of spillway/drop structure in lower reaches
Drop Structure Drop Structure with silt trap
Stone Packing of Bunds
Increasing water utilization efficiency through low cost device
Micro irrigation pressure pump
Micro irrigation bucket Low cost portable KB pump
Rope washer pump
Thank U

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SOIL EROSION AND SOIL HEALTH

  • 1. SOIL EROSION AND ITS CONTROL FOR MAINTAINING SOIL HEALTH Rashmi Ranjan Barik PROGRAMME OFFICER-NRM, OPELIP, ODISHA
  • 2. Introduction to Soil Erosion Definition : Soil erosion is the detachment, transport & deposition of soil particle on land surface - termed as loss of soil. Measured as mass /unit area - tonne/ha or Kg/sq.m Soil loss is of interest primarily On -site effect of erosion such as loss of crop productivity Off site effect of erosion are siltation in ditches, streams , reservoirs Sediment generated by erosion processes are prime carrier of agricultural chemicals that pollutes stream or lakes
  • 3. Soil Erosion Problem Soil is the most precious gift of nature –Prime resource -for food, fodder etc. -Soil mismanaged -less productivity.  In India, more than 100 million hectares -soil degraded eroded unproductive About 17 tones/ha soil detached annually->20% of this is transported by river to sea -10% deposited in reservoir results 1 to 2% loss off storage capacity. Soil erosion deteriorates soil quality & reduces productivity of natural, agricultural & forest ecosystem  Soil erosion deteriorates quality of water Increased sedimentation causes reduction of carrying capacity of water bodies
  • 9. Factors Affecting Erosion Erosion is directly proportional to square root of length of slope
  • 10. Mechanics of Erosion Begins with raindrops striking bare soil dislodging particles  Intense rains seal surface When rainfall exceeds infiltration water is stored in small depressions Once depressions are filled, runoff begins Initially water flows in a discontinuous sheet Eventually it concentrates into small channels or rills The runoff now has energy to break off particles and cut deeper The amount of erosion caused by sheet and rill erosion increases with slope and distance Rills may eventually form gullies
  • 11. Soil Erosion Parameters Soil erosion – function of: Erosivity – ability to erode : depends on rainfall Erodibility – Resistance offered to restrict erosion (property of soil) Topography – property of land Management – contributed by man  Erodibility: Detachability & transportability Topography: Slope, length, relation to other land Management: Land use & crop management
  • 12. Types of Soil Erosion Geological erosion, Natural erosion & Erosion from activities of human & animals Geological erosion: -Soil forming and distribution-Long time process Human and animal: Tillage, removal of plants and Tillage, removal of plants and other vegetation- accelerated erosion Stream bank erosion Landslide, Volcanic eruption, flooding Water and wind: major factors of soil erosion
  • 14. Types of surface erosion
  • 15. Splash Erosion Sheet Erosion Rill Erosion Gully Erosion Stream bank Erosion
  • 17. Principle of Soil and Moisture Conservation Ridge to valley treatment Maximum possible rain water should be conserved where it falls Adequate vegetal cover during rainy season Storage/ disposal of excess water with safe velocity Checks/ barriers along the contour to control soil erosion & ground water recharge Integration of biological and mechanical measures
  • 18.
  • 22.
  • 24. Vegetative Barrier For Sloppy Land For Gully Treatment
  • 26. Grass waterway To allow water to flow In non-erosive velocity and helps in safe diposal of excess water
  • 29. Mulching Sugarcane trash mulching Mulching in mango Mulching in maize
  • 31. Agri-horti System ( Mango + G.Nut)
  • 34. Silvi - Pastoral system (A.mangium + guinea grass) Horti-Pastoral System (Banana + Grass)
  • 37. Important principles for planning engineering measures Intercepting the rain before it reaches ground surface, dissipate the kinetic energy to reduce detachment of soil particle. Increasing time of concentration of run off and there by allowing more water to be absorbed and held by soil. Reduce the run off volume and run off velocity Protection against damage due to excess run off Trapping silt particle during its flow path.
  • 38. Interventions Vegetative cover prevent rain drop to strike ground surface directly as well reduce its energy. Intercepting long slope into several short ones so as to restrict the run off velocity with in critical limit. Bunding breaks the slope length, terracing breaks the degree of slope which increase the time of concentration. Trenches, check dams, earthen cross bunds, gabion structure, etc. store part of run off there by reducing run off volume and velocity and protect against the damage caused due to excess run off and facilitate GW recharge. Gully control measures are constructed especially to prevent further increase in gully size (both horizontally and vertically) and to stabilize it to allow vegetation to grow. Finally utilization of excess water through check dams, diversion weirs, ponds, WHSs, wells for crop production.
  • 39. Distinct Features Purpose Technological options for development  Situated above Berna land having 8% -25% slope, unlevelled.  Soil depth is up to 0.30 m and rain fed cereals, pulses and oilseeds along with rainy vegetables are usually cultivated.  Soil erosion and nutrient loss possessions problems.  Safe disposal of run-off water.  Breaking the length of slope.  Retain a part of run- off.  Make the land suitable for tree plantation.  Gully stabilization  Option in varying slope  Diversion drain/ Grass water way  Terracing (Level/Inward/Outward)  Continuous contour canal  Trenching (CCT/ ST/WAT)  Contour Bunding/ Graded Bunding / Stone Bunding  Percolation Tank  Gully control works (Semi Permanent)  Gully Control works (Permanent)  Sunken Gully Pit Treatment options for different types of lands- Aat land (Up land)
  • 40. Treatment option in varying slope
  • 43. Grassed Waterways Diversion Drain Continuous contour canal
  • 49. Percolation Tank in upper reach
  • 52. Semi permanent Gully Control Structure
  • 53. Distinct features Purpose Technological options for development  Situated above Bahal (low land) with mild slopeof 2% to 8%  Under levelled and irrigation situation two crops are assured  Paddy with short & medium duration are usually cultivated  Erosion takes place due to over flow of runoff water from near by areas  To break the slope length  Conserve max. water for crop production.  Drainage development.  Silt detention. Field Bunding with outlets.  Dev. of Drainage Course Diversion Weir / Retention Weir. Check dams (Masonry/ Gabion / Low Cost Multiple Arch Type CD) Water Harvesting Structure(WHS)  Run-off Management Structure Treatment options for different types of lands- Berna (medium land)
  • 57.  Retention weir/ Wall Retention Weir Retention Wall
  • 60. Masonry Multiple Arch Type Check Dam
  • 62. Run off management Structure
  • 64. Distinct features Technological options for development * Developed from stream bed where water flows regularly. Jholla land comes under this category. * Due to retention nature of soil moisture and continuous flow, two crops of paddy are usually taken * Drainage development * Stone packing of bunds * Farm Pond and Storage Structure •Provision of spillways/Drop Str. •Increase in water utilization efficiency through low cost technology Treatment options for different types of lands- Bahal (low land)
  • 67. Farm Pond in lower reaches
  • 68. Provision of spillway/drop structure in lower reaches Drop Structure Drop Structure with silt trap
  • 70. Increasing water utilization efficiency through low cost device Micro irrigation pressure pump Micro irrigation bucket Low cost portable KB pump Rope washer pump