WATERSHED
MANAGEMENT
Watershed is
defined as a geohydrological unit draining to a common point by a
system of drains. All lands on earth are part of one watershed or other.
Watershed is thus the land and water area, which contributes runoff to a
common point. A watershed is an area of land and water bounded by a drainage
divide within which the surface runoff collects and flows out of the
watershed through a single outlet into a lager river ( or ) lake.
TYPES OF
WATERSHED
Watersheds is
classified depending upon the size, drainage, shape and land use pattern.
- Macro
watershed (> 50,000 Hect)
- Sub-watershed
(10,000 to 50,000 Hect)
- Milli-watershed
(1000 to10000 Hect)
- Micro
watershed (100 to 1000 Hect)
- Mini
watershed (1-100 Hect)
Objectives of
watershed management
The different
objectives of watershed management programmes are:
·
To control damaging runoff and degradation and
thereby conservation of soil and water.
·
To manage and utilize the runoff water for
useful purpose.
·
To protect, conserve and improve the land of
watershed for more efficient and sustained production.
·
To protect and enhance the water resource originating
in the watershed.
·
To check soil erosion and to reduce the effect
of sediment yield on the watershed.
·
To rehabilitate the deteriorating lands.
·
To moderate the floods peaks at down stream
areas.
·
To increase infiltration of rainwater.
·
To improve and increase the production of
timbers, fodder and wild life resource.
·
To enhance the ground water recharge, wherever
applicable.
Factors
affecting watershed management
a) Watershed
characters
i) Size and shape
ii) Topography
iii) Soils
iv) Relief
b) Climatic
characteristic
i. Precipitation
ii. Amount and intensity of rainfall
c) Watershed
operation
d) Land use
pattern
i. Vegetative
cover
ii. Density
e) Social status
of inhability
f) Water resource
and their capabilities.
Watershed
management practices
1. Interms of purpose
1. To increase infiltration
2. To increase water holding capacity
3. To prevent soil erosion
2. Method and accomplishment
In brief various
control measures are:
1. Vegetative measures ( Agronomical measures)
1. Strip cropping
2. Pasture cropping
3. Grass land farming
4. Wood lands
2. Engineering measures ( Structural practices 0
1. Contour bunding
2. Terracing
3. Construction of earthern embankment
4. Construction of check dams
5. Construction of farm ponds
6. Construction of diversion
7. Gully controlling structure
1. Rock dam
2. Establishment of permanent grass and vegetation
8. Providing vegetative and stone barriers
9. Construction of silt tanks dentension
Influence of soil conservation measures and vegetation cover on erosion,
Runoff and Nutrient loss.
Rainwater harvesting is the main component of watershed management. Some of
the watershed management structures are as follows.
BROAD BEDS AND FURROWS
a. FUNCTION
To control erosion and to conserve soil moisture in the soil during rainy
days.
b. GENERAL
INFORMATION
The broad bed and
furrow system is laid within the field boundaries. The land levels taken and
it is laid using either animal drawn or tractor drawn ridgers.
BROAD
BEDS AND FURROWS
c. COST
Approximate cost for laying beds & furrows is Rs.1800 / ha.
d. SALIENT FEATURES
- Conserves
soil moisture in dryland
- Controls
soil erosion.
- Acts
as a drainage channel during heavy rainy days.
CONTOUR
BUND
a. FUNCTION
To intercept the run off flowing down the slope by an embankment.
CONTOUR BUND
Contour bunding
b. GENERAL
INFORMATION
It helps to
control run off velocity. The embankment may be closed or open, surplus
arrangements are provided wherever necessary.
c. COST
Approximate cost
of laying contour bund is Rs.1400 / ha.
d. SALIENT
FEATURES
i. It can be
adopted on all soils
ii. It can be laid upto 6% slopes.
iii. It helps to retain moisture in the field.
BENCH
TERRACING
a. FUNCTION
It helps to bring
sloping land into different level strips to enable cultivation.
TYPES OF
BENCH TERRACES
b. GENERAL
INFORMATION
It consists of
construction of step like fields along contours by half cutting and half
filling. Original slope is converted into level fields. The vertical &
horizontal intervals are decided based on level slope.
c. COST
Approximate cost for laying the terrace is Rs.5000 / ha.
d. SALIENT
FEATURES
- Suitable
for hilly regions.
- The
benches may be inward sloping to drain off excess water.
- The
outward sloping benches will help to reduce the existing steep slope to
mild one.
- It
is adopted in soils with slopes greater than 6%
MICROCATCHMENTS
FOR SLOPING LANDS
a. FUNCTION
It is useful for
insitu moisture conservation and erosion control for tree crops.
MICROCATCHMENTS
b. GENERAL
INFORMATION
Technique
|
Storage
capacity
per unit (m3)
|
Annual
run-off contribution to soil moisture Additional water stored per ha (m3)
|
Estimated
surface Run-off control
(%)
|
Triangular catchments
(V-Bunds)
|
13
|
5200
|
80
|
Crescent bunds
|
10.2
|
4080
|
73
|
c. COST
Technique
|
Cost/ha
(Rs.)
|
Triangular catchments
(V-Bunds)
|
6000-7000
|
Crescent bunds
|
2500-3000
|
d. SALIENT
FEATURES
- Slope
ranges from 2 –8%
- Soil
type – Light to moderate texture
- Insitu
moisture conservation with staggered planting
- Suitable
for dry land Horticulture & Agroforestry
- Bund
height – 30 to 45 cm.
Check
dam
Salient features
- A
low weir normally constructed across the gullies
- Constructed
on small streams and long gullies formed by erosive activity of flood
water
- It
cuts the velocity and reduces erosive activity
- The
stored water improves soil moisture of the adjoining area and allows
percolation to recharge the aquifers
- Spacing
between the check dams water spread of one should be beyond the water
spread of the other
- Height
depends on the bank height, varies from a metre to 3 metre and length
varies from less than 3m to
10m
- Cost
varies from Rs. 40000/- to Rs. 100000/- per unit
Percolation
pond:
Function
To augment the ground water recharge
Salient features
- Shallow
depression created at lower portions in a natural or diverted stream
course
- Preferable
under gentle sloping stream where narrow valley exists
- Located
in soils of permeable nature
- Adaptable
where 20-30 ground water wells for irrigation exist with in the zone of
influence about 800 – 900m
- Minimum
capacity may be around 5000 m3 for the sack of economy
- Also
act as silt detention reservoir
- Cost
varies from Rs. 60000 to 150000 per unit
Stone
Barriers
|