Contour farming involves plowing and planting along elevation contours to reduce soil erosion. This creates small ridges that slow water runoff, allowing more time for water absorption and preventing the formation of gullies. Strip cropping alternates strips of close-growing crops like hay or wheat with strips of row crops like corn to slow runoff and provide ground cover between other crops. Mulching involves applying organic material like bark chips or inorganic material like plastic sheeting to the soil surface to conserve moisture, improve soil health and fertility, reduce weeds, and enhance visual appeal.
2. Contour Ploughing or contour
farming or Contour Bunding
It is the farming practice of plowing and/or planting across a slope following its
elevation contour lines. These contour lines create a water break which reduces the
formation of rills and gullies during times of heavy water run-off; which is a major
cause of soil erosion.
The water break also allows more time for the water to settle into the soil.
In contour ploughing, the ruts made by the plow run perpendicular rather than
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In contour ploughing, the ruts made by the plow run perpendicular rather than
parallel to slopes, generally resulting in furrows that curve around the land and are
level. This method is also known for preventing tillage erosion. Tillage erosion is the
soil movement and erosion by tilling a given plot of land.
A similar practice is contour bunding where stones are placed around the contours
of slopes. Soil erosion prevention practices such as this can drastically decrease negative
affects associated with soil erosion such as reduced crop productivity, worsened water
quality, lower effective reservoir water levels, flooding, and habitat destruction.
Contour farming is considered an active form of sustainable agriculture.
3. Contour farming or Contour Bunding
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4. Strip Cropping
Strip cropping is a method of farming which
involves cultivating a field partitioned into long,
narrow strips which are alternated in a crop
rotation system.
It is used when a slope is too steep or when there is
no alternative method of preventing soil erosion. The
most common crop closely sown crops such
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most common crop closely sown crops such
as hay, wheat, or other forages which are alternated
with strips of row crops, such
as corn, soybeans, cotton, or sugar beets.
The forages serve primarily as cover crops. In certain
systems, strips in particularly eroded areas are used
to grow permanent protective vegetation; in most
systems, however, all strips are alternated on an
annual basis.
8. Mulching
A mulch is a layer of material applied to the surface of
an area of soil.
Its purpose is any or all of the following: to conserve
moisture, to improve the fertility and health of the soil,
to reduce weed growth and to enhance the visual appeal
of the area
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A mulch is usually but not exclusively organic in nature.
It may be permanent (e.g. plastic sheeting) or temporary
(e.g. bark chips). It may be applied to bare soil, or around
existing plants. Mulches of manure or compost will be
incorporated naturally into the soil by the activity of
worms and other organisms. The process is used both in
commercial crop production and in gardening, and when
applied correctly can dramatically improve soil
productivity
9. Pastures
Pasture lands in the narrow sense are enclosed tracts of farmland, grazed by
domesticated livestock, such as horses, cattle, sheep or swine. The vegetation of tended
pasture, forage, consists mainly of grasses, with an interspersion of legumes and
other forbs (non-grass herbaceous plants). Pasture is typically grazed throughout the
summer, in contrast to meadow which is ungrazed or used for grazing only after
being mown to make hay for animal fodder.
Examples of pasture habitats
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Examples of pasture habitats
Grassland, Heathland, Machair, Moorland, Potrero (landform), Prairie, Rangeland,
Rough pasture, Savanna, Steppe andWood pasture
10. Grazing
Conservation grazing is the use of semi- feral or
domesticated grazing livestock to maintain and
increase the biodiversity of natural or semi-natural
grasslands, heathlands, wood pasture, wetlands and
many other habitats.
Conservation grazing is generally less intensive than
practices such as prescribed burning, but still needs
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practices such as prescribed burning, but still needs
to be managed to ensure that overgrazing does not
occur. The practice has proven to be beneficial in
moderation in restoring and maintaining grassland
and heathland ecosystems.
The optimal level of grazing will depend on the goal
of conservation, and different levels of grazing,
alongside other conservation practices, can be used
to induce the desired results
13. Check dams
A check dam is generally constructed on small streams
and long gullies formed by the erosive activity of
water. The ideally a check dam is located in a narrow
stream with high banks.
A check dam serves many purposes.
It cuts off the runoff velocity and reduces erosive
activity
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activity
The water stored improves soil moisture of the
adjoining areas and allows percolation to recharge the
aquifers
While constructing a series of check dams on along
stream course, the spacing between two check dams
should be beyond their water spread. The height of
the check dam should be such that even during the
highest flood, water does not spill over the banks.
14. Contour Trenches
Contour trenches are used both on hill slopes as well as on degraded and
barren waste lands for soil and moisture conservation and afforestation
purposes.
The trenches break the slope and reduce the velocity of surface runoff. It can be
used in all slopes irrespective of rainfall conditions (i.e. in both high and low
rainfall conditions), varying soil types and depths.
Specifications: Trenches can be continuous or interrupted. The interrupted
one can be in series or staggered, continuous one is used for moisture
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one can be in series or staggered, continuous one is used for moisture
conservation in low rainfall areas and require careful layout. Intermittent
trenches are adopted in high rainfall areas. The trenches are to be constructed
strictly on contours irrespective of the category.
Layout: The size of the trench depends upon the soil's depth. Normally 1,000
sq cm to 2,500 sq cm. in cross section are adopted. The trench may be of 30 cm
base and 30 cm top width and square in cross section or it can be trapezoidal
with side slopes 1:1. Based on the quantum of rainfall to be retained, it is
possible to calculate the size and number of trenches.
15. Contour Trenches
Slope of the land 20 % 45 %
50 % (with soil of
30cm depth )
60 % (with soil of 30cm
depth)
Horizontal interval 7.5m 9m 7.5m 9m
Vertical interval 1.5m 4m 3.75m 5.85m
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16. Bunding
Bunds are small earthen barriers provided in agricultural lands with slopes ranging
from 1 to 6 percent. They control the effective length of slope and thereby reduce the
gain in velocity of runoff flow to avoid gully formations. Bunds are constructed with the
following objectives: To increase the time of concentration of rainwater where it falls and
thereby allowing rainwater to percolate into the soil and converting a long slope into
several ones as to minimize velocity and thereby reducing the erosion by runoff water and
to divert runoff either for water harvesting purposes
Types of bunds
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a) Graded bunds: Graded bunds are constructed in medium to high rainfall area -
having annual rainfall of 600mm and above - and in soils with poor permeability or
those having the crust formation tendency.
b) Contour bunds: Contour bunds are constructed in relatively low rainfall areas-
having annual rainfall of less than 600 mm ; particularly in the areas having light textured
soils. They are essentially meant for storing rainwater received during a period of 24
hours at 10 years recurrence interval. The major considerations are maximum depth of
water to be impounded, design depth of flow over waste weir and desired free board
17. Contour Stone wall
It is constructed with stones across the hill slopes thereby intercepting the
surface runoff.
These terraces help in retarding the soil loss and conserving soil moisture.
Spacing of such stone walls are not rigid.
Spacing ranging from 10 m to 30 m can be adopted depending upon slope of
the terrain.
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the terrain.
For the construction, a shallow trench has to be dug and the stones collected
and packed directly on to the foundation and in the super structure to form the
terrace.
The stones should be properly interlocked. The soil excavated to form the
foundation for the terrace is used for forming a small bund on the upstream side
of the terrace.
Terrace is stabilized by planting suitable vegetation on the bund.
18. Gully control
Gully erosion generally starts as small rills and gradually develop into deeper
crevices. Ravines are a form of extensive gully erosion. Gully erosion not only
damages the land resources but the same time contribute larger amount of
sediment load to river system.
Classification of gullies:
For the purpose of gully control measures gullies are classified based on several
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For the purpose of gully control measures gullies are classified based on several
factors. One method takes into consideration the gully depth and catchment
area.The following table give the classification of gullies:
19. Gully control
Gully plugs are earthen embankments usually constructed for blocking the active and
erosion prone gullies for their stabilisation a) brushwood dams b) loose rock dams c) woven
wire dams
Use locally available vegetative cutting in their construction. In the woven dam a wire mesh
is used to hold the stone in place. All the check dams involving stones are to be adopted in
areas where stones are available easily and in plenty. The rock fill dam and the woven wire
dam are more lasting than the loose rock dam. There are no standard principles of the
design of these structures. These are to be designed and constructed based on the needs and
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design of these structures. These are to be designed and constructed based on the needs and
availability of materials in a given situation.
The overall height of temporary check dams use for this purpose should not be more than
75 cms; an effective height of about 30 cms is satisfactory.
Description Gully depth Catchment area
Small 1m or less 2 ha. Or less
Medium 1 to 5m 2 - 20 ha.
Large Greater than 5m Greater than 20 ha
20. Percolation ponds
A percolation pond, like an irrigation tank, has a structure to impound
rainwater flowing through a watershed, and a wasteweir to dispose of the
surplus flow in excess of the storage capacity of the lake created. The section of
the bund is similar to that of an irrigation tank, except that the cut-off trench is
taken to a depth equal to half the height of the bund. The purpose of the cut-off
in the case of the percolation tank is just to prevent erosion of the downstream
slope of the bund due to piping. The cut-off should be shallow enough to permit
the percolating water to pass downstream into the aquifer. The percolation tank
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the percolating water to pass downstream into the aquifer. The percolation tank
bund has a hearting and a casing, and is provided with stone pitching on the
upstream face and turfing on the downstream slope. A masonry waste weir is
also necessary to pass surplus water. Drains are provided under the bund to lead
water percolating into the bund safely downstream. The percolation tanks of
Maharashtra have, on an average, a larger storage capacity than the rapats of
Rajasthan. The storage capacity of percolation pond is around 30 to 60 million
litres