Flood irrigation in the Korakan River, Balochistan
(bund construction in a degrading river bed)
Index:
1 INTRODUCTION
2 SUMMARY AND CONCLUSIONS
- 2.1 Degradation Process
-
2.2 Korakan river as a potential Flood Irrigation Scheme
3 DESCRIPTION OF THE COLLECTIVE BUNDS ON THE KORAKAN RIVER
-
3.1 JAMA BUND
-
3.2 KARKHASI BUND
-
3.3 NOVAK BUND
-
3.4 QAISER BUND
-
3.5 SHAH BUND
- 3.6 NOTHANI BUND
- 3.7 MADAGAN I BUND
-
3.8 MADAGAN II BUND
-
3.9 JAMAK BUND
- 3.10 KARKHI BUND
-
3.11 PIR BUND
1 INTRODUCTION (Top of this page)
The Gazetteer of Balochistan has described the Korakan River as follows:
The Korakan
river rises at the Zhal pass in the Garr hills and
runs south-westward under the name of the Zhal river. Curving
south-westward it runs parallel with the Baddo which it
joins above Khargushki Band. It is called the Korakan after
entering the plain. Near Langen Kahur it is joined by the
Gazno from the north-east and by the Chutok from the east.
From the east numerous other torrents also meet Korakan.
In the Kharan valley the water is used for irrigation where
possible by the construction of dams, but owing to its
narrow bed, about 50 yards, and the heights of its banks
but little water can be obtained. Important dams are situated
at Naurozabad, Tagazzi and Gazzi. It has a poor reputation
for irrigation among the people owing to its floods by
which their dams are generally carried away.
The Garruk River is an important tributary of the Korakan and therefore it description in the
Gazetteer is also included:
The Sarap or
Garruk river is formed by the junction of the Sajid
and Mazardan streams, rising respectively in the Sajid
hills and at the upper end of the Besima valley. At the
junction of the two streams at Zayak the river runs with
a perennial stream for about a mile, its bed being well
clothed with tamarisk jungle. After leaving Zayak the stream
passes the Besima valley by a subterranean channel and
the bed is dry up to Pathk where a few springs appear and
again disappear. Thence to Garruk in Kharan it continues
dry, but the presence of water beneath the surface is evidenced
by the abundance of tamarisk jungle in its bed. At Garruk
there is a small permanent supply used by the Kharan Chief
for irrigating a few plots of land. At this point up to
it is known as the Garruk, its bed is shallow, stony and
about 300 yards wide, and confined by hills on both sides.
It now proceeds westward and its water is taken off at
frequent intervals for irrigation in the Sarawan niabat.
An attempt has been made near Madagan to take its water
into the Korakan, but the dam erected for the purpose generally
breaks and the main stream in 1904 made its way south of
Kalaghan-i-Kalat from which point it turns westward and
joins the Korakan at Band-i-Sher Khan. The Garruk/Sarap
forms a very important source of irrigation in upper Kharan.
Reckoning from its source the principal confluents are
the Jur, Nausherwan-Pishi, Siah Tak, Mamudi and Ger-bast
or Ged-bast. The Garruk is about 120 miles long. (Baluchistan through the ages Volume I: 490-493)
2 SUMMARY AND CONCLUSIONS (Top of this page)
For many communities along the Korakan river, this water course was an important
source to irrigate their fields with its flood water. Besides
a number of individual bunds and many free offtakes, 11 collective
bunds have been identified during the survey, which has been
conducted by BMIADP's WUA Liaison Section during the months
of November and December 1993. Before the degradation process
started during the 1970s, about 2,000 landholding families
and at least more than 100 tenants, living in at least 33 communities,
were depending on these 11 collective bunds for the irrigation
of their fields with diverted flood water.
As the result of the degradation process, 6 collective bunds cannot be rebuilt
by the farmers/water users any more, because the river bed
has become too wide and/or too deep at the site of the previous
bunds. The water users of Madagan I bund and Jamak bund are
only capable to rebuild their bund due to the access to free
bulldozer hours, which have been provided by the local MPA
fund. If these free bulldozer hours will not be available any
more, it would be very difficult for the water users to reconstruct
the bund at the beginning of the flood season and this could
have negative consequences for the two most downstream Jamak
and Karkhi bunds.
2.1 Degradation Process (Top of this page)
According to the water users in all the communities along the Korakan river,
the degradation process started downstream of their bunds at
the beginning of the early 1970s. These observations are confirmed
by the following sequence of years, in which the different
bunds could be rebuilt for the last time by the water users:
● 1976, the (old) Madagan I bund and Madagan II bunds could be rebuild every
year by the water users;
● 1979, the Nothani bund and the Shah bund were washed away;
● 1982, the bridge across the Korakan river near Sarawan village collapsed after
a large flood;
● 1988, the Karkhasi bund could be rebuilt for the last time; and
● 1989, the Novak bund and Qaiser bund were operational for the last time.
The degradation process is a natural phenomena, but its speed and intensity
could be increased by human action. In the first place, the
cutting of trees in and along the river bed could have reduced
the vegetative protection and, consequently, the river bed
became more vulnerable to erosion processes. Secondly, overgrazing
of the vegetation in and along the river by herds of sheep
and goats also decreased the vegetation density of Tamarix
bushes. Thirdly, the construction of flood channels at unsuitable
sites may also have increased the degradation process, i.e.
during a large flood in 1979, the Korakan river changed its
course near Nothani village by following one of the flood channels
instead of the original course. Consequently, the flood channel
has been scoured out due to fact that flood channels are cleaned
regularly and, therefore, the vegetation density is less than
in the original river bed.
Except the construction of a number of earthen spurs by the villagers of Topian
village and gabion spurs by the Irrigation Department near
Topian village and Shayan village to protect both villages
against flood damage, the water users have not developed concrete
activities to stop further degradation of the river bed. Probably,
the water users do not have the knowledge and/or the means
to prevent (further) degradation of the river bed. More detailed
investigation in the causes of the degradation process may
give an answer if the water users could take measures to prevent
the degradation of the river bed of the Korakan river.
According to the villagers, the degradation process seems to have stopped for
the last 3 to 4 years. At many places the river bed has silted
up again and the vegetation density has also increased. For
instance, upstream of the Karkhi bund the level of the river
bed has risen several feet over a length of 5 to 6 miles due
to the fact that the bund has not breached for the last two
years. Near Nothani village, the degradation process has also
stopped and the vegetation has become denser, which has resulted
in the deposit of silt. The former water users of the Karkhasi
bund have reported that the degradation process has stopped
for the last three years.
One possible explanation for the standstill of the degradation process could
be the absence of large floods for the last three to four years.
Another explanation, which was mentioned by water users in
Nothani and Shayan villages, could be the reconstruction of
the Madagan I bund since 1985.
2.2 Korakan river as a potential Flood Irrigation Scheme (Top
of this page)
According to the water users, the Korakan river is a reliable flood river with
an average of 15 to 20 flood a year. Until the early 1970s,
the farmers living in the different communities along the Korakan
river, were capable to build their diversion bunds and to irrigate
their fields with flood water. But due to a degradation process,
many bunds have not been rebuilt by the water users for many
years and, consequently, their fields could not be irrigated
any more. For about 3 to 4 years, the degradation process seems
to have stopped and it may be possible that some communities
will be able to rebuild their bunds again in the (near) future.
For BMIADP, it may be very useful to understand the exact causes of the degradation
process during the 1970s and 1980s and its halt for the last
3 to 4 years. A detailed investigation of the hydrology of
the Korakan river could give the necessary answers and it would
increase the knowledge about the characteristics and behaviour
of one of the more important flood rivers in Balochistan. This
knowledge could also be useful to understand better the characteristics
and behaviour of other flood rivers in other parts of the province.
The detailed hydrology investigation could also give the possibilities for
BMIADP to improve flood irrigation for communities along the
Korakan river by constructing improved diversion weirs with
head regulators and/or flood protection structures, including
the use of vegetation in a protective way (see Annex D.1: Tamarix
Flood Protection of the Barag Feasibility Study Volume 2 for
more details).
A possible Korakan Flood Irrigation Scheme could also give the opportunity
to apply a alternative approach towards flood irrigation, which
concerns the active management of the flood rivers. Under this
approach one does not try to control the river, but tries to
manage it. This requires a more comprehensive look at the river
system and a different repertoire of interventions. These interventions
mainly involve earthmoving and resemble existing flood water
farmers techniques of manipulating siltation and scour processes.
Wherever possible, farmers should continue to be the prime
implementers under the river management approach. Floods could
be better controlled if a large number of offtakes exists along
the river, because the velocities of the flood stream will
be less than if only a few offtakes are present. Due to its
relatively high investment in diversion structures, the engineering
approach often proposes to replace a large number of traditional
offtakes in the nullah by the construction of one high cost
diversion structure. An important reason behind this decision
is the need to meet minimum economic rates of return by increasing
the command area (over 1,000 acres) which is served by the
to-built high cost diversion structure. The consequence of
this approach could be an increase in the velocities of the
flood flows, which could be detrimental for the sustainability
of the high cost diversion structures themselves. The Ground
Water Consult report concluded that smaller flood irrigation
schemes, which only serve one community or a limited number
of closely related communities, have most change of success.
Larger flood irrigation schemes, which have replaced a large
number of traditional offtakes, have less chance of success
due to their size and complexity.
Whereas the techniques, proposed under the river management approach, are not
new, the most important innovation in most circumstances is
an appropriate organisational framework. Since the interventions
involve changes that affect several intakes simultaneously,
an institutional structure is required that supersedes the
interests of the land owners on a single flood channel only.
The organisations involved also need to have a permanent character,
since management never stops and the build-up of knowledge
on the river's behaviour is essential. Local governments are
an option, but the alternative is a special river management
authority. In both options arbitrariness would be avoided and
flood water farmers commitment increased, if a parallel or
integrated confederacy would be set up of farmers/water users
associations, representing the different components of the
river system.
Whereas the investment/engineering approach is probably adequate for isolated
and confined flood irrigation systems, the management approach
is more appropriate for many complicated lowland flood rivers,
since it is better suited to cope with a situation of constantly
changing river morphology and the existing water rights. The
management approach should have the opportunity to prove its
feasibility, since flood irrigation provides a livelihood to
large number of economically deprived people.
More detailed sociological survey will be needed to find out if the water users,
who are resident in the different communities along the Korakan
river, are interested to establish a Federation of Water Users
Associations, which will be responsible for the implementation
of the river management approach.
3 DESCRIPTION OF THE COLLECTIVE BUNDS ON THE KORAKAN RIVER
3.1 JAMA BUND (Top of this page)
Near the village of Sir Topian, the first bund, called Jama Bund, has been built in the Korakan River, which is 8 feet high and about 200 feet long. This bund diverts the flood
water to the right side into the flood channel, which is called
Karkhasi and is the old river bed of Landoi Kaur.
Hydrology: According to farmers, twenty floods occur in an average year, whereas they
do not experiences years without a flood at all. Three to five
of these twenty yearly floods are considered as large floods,
because they are washing away the bund. It seems that there
are not large fluctuation in the number of floods between years.
Most of the flood take place during the rabi season (from November
till March) and in the kharif season two floods or less occur.
Just a few hundred meters upstream of the Jama Bund, the Landoi Kaur (Balouch
for river), the Chutok Kaur and the Zhal Kaur are joining each
other. Upstream of the Jama Bund it is difficult to identify
one main river bed. Water coming from the catchment area follows
a very large number of small courses/river channels and it
flow pattern resembles sheet flow.
Due to the fact that the river bed consists of small, flat stones and pebbles,
its level has not changed during the last 10 to 20 years. At
the site of the bund the density of vegetation in and along
the river bed is very dense. According to the farmers, the
floods do not contain much silt. Most of the silt is flowing
into the flood channel.
Tribes and communities: The following seven
Brahvi speaking tribes are entitled to use flood water for
irrigation, which is diverted by the Jama Bund into the flood
channel: Baranzai (12 households), Samalani (15 households),
Zarozai (35 households), Shaikh (2 households), Mohammad Hasani
(5 households), Mengal (5 households) and Essazai (5 households).
All these 79 households are resident in the following seven
villages: Sar Topian, Jal Topian, Shafat Killi, Shafat Killi
no.2, Zarozai, Hayat Khan and Badal Khan Killi.
Existing maintenance and reconstruction system: The bund, made
of stones and pebbles, normally breaches 4 to 5 times during
one year, but in some years it only breaches 1 to 2 times.
The bund does not require maintenance work. After every breach,
the farmers are capable to rebuild the bund within 5 days with
the help of tractors. For instance, they spent Rs. 15,000 for
rent of tractors in 1992. For many generations the bund has
been rebuilt every year. In the past, it took one month to
rebuild the bund with the help of bullocks. The bund has never
been breached deliberately by the farmers. The farmers are
totally free to choose a site in the river bed for the (re)construction
of the bund. Other local, customary rules and regulations do
not existed either.
For the reconstruction of the bund, each water user has to contribute labour
and/or cash according to the number of jora to
be irrigated. There is not a miriaab in charge for the organisation
and supervision of the reconstruction works. If a water user
does not contribute his share of the labour and/or cash, he
loses automatically his entitlement to use flood water for
irrigation purposes. Upstream as well as downstream water users
have to contribute equally. Downstream water users are not
compensated by the upstream water users for their lower probability
to receive (sufficient) flood water to irrigate their fields.
Normally, the reconstruction of the bund is undertaken by the
downstream water users, who have not irrigated their fields
yet.
Most of the seven communities and their fields are located closely to the river
course of the Korakan River. If the bund breaches, the flood water is following this original river bed
and it forms a threat for these villages and fields. The farmers
themselves have built a large number of earthen spurs, which
are strengthened at the head by stone pitching, bushes and
wooden sticks. To protect the Sar Topian village from flood
damage, the Department of Irrigation has built seven gabion
spurs in 1992.
Maintenance of the flood channel occurs irregularly and it involves cleaning
from head to tail.
Water distribution: In
general a system of flow division is applied by the water users.
During the first flood, the shareholders in Zarozai have the
right to divert one-third of the flow into their own flood
channel and the remaining two-third flows into the main flood
channel, called Shah Guaz, which is shared by the shareholders
in the six other communities. In the Shah Guaz, a total number
of 14 free intakes are built by individual or groups water
shareholders.
Every upstream water user has always the first right to divert water to his
fields. But an individual water user or a group of water users
is not allowed to divert all the flood water due to the fact
that the width of each intake depends on the number of jora to
be irrigated. If the spate flow is medium to large, each individual
intake is only able to divert a portion of the flood water.
But if the flood flow is (very) small, one intake will be capable
(and allowed?) to divert all the water. Each intake will only
be closed by the water user(s) if all the fields have been
irrigated sufficiently.
On a secondary flood channel, the flood water is also distributed according
to flow division. The size of the field outlets depends on
the number of jora, which should be irrigated. If
the water flow in each secondary flood channel is large enough,
several field outlets are diverting water to the fields at
the same time. A field-to-field system is not applied by the
water users. Every individual water user can divert as much
water as needed to his own fields.
It is not necessary for a upstream water user to wait for a second irrigation
until all the other downstream water users have irrigated their
fields once. But each individual water user can only divert
flood water for a second time to his fields on the condition
that he has contributed to the reconstruction of the bund,
if it had breached after his first irrigation turn.
The probability for downstream water users to receive flood water to irrigated
their fields (sufficiently) decreases if the bund breaches
several times early in the season. At a certain stage, the
group of downstream water users, who have not received water
yet, will become too small to rebuild the bund before the next
flood event due to the fact that the upstream water users,
who have irrigated their fields sufficiently, will not contribute
labour and/or cash for the reconstruction of the bund during
that particular season. If the downstream water users have
not received flood water at all during one season, they are
not compensated by obtaining the first right to irrigate their
fields at the beginning of the next season. Downstream water
users, who were not able to irrigate their fields, have to
find work as tenant or day-labourer.
Command area: The
command area of the Jama Bund is larger than 2,000 acres and
nearly all the land is owner-operated. Members of the Mengal
tribe have bought land in the past. Only in Zarozai village,
10 to 15 hereditary tenants (marusi) are cultivating the land
of local landlords and they pay one-sixth of the harvest (shashik)
to these land owners. The tenant is fully responsible for maintaining
and reconstructing the field bunds and to contribute labour
and/or cash for the reconstruction of the bund.
Risk coping strategies: Water users, who
were not able to irrigate their fields (sufficiently), have
different options to earn an income. Most of them migrate temporarily
to other areas where they try to find work as tenants-at-will
or day-labourers. Others are cutting daily branches of the
tamarix tree in the vicinity of their communities and sell
the wood locally or in the city of Kharan. A few have found government jobs.
Tractors have replaced of the bullocks and, therefore, many families have sold
their bullocks.
Agriculture: The main crop is wheat, which is grown during the rabi season. If the farmers
get floods in the kharif season, water melon and sorghum is
cultivated.
It seems that the farmers do not manipulate the flow of silt to the fields
actively during the first flood in order to increase the fertility
of the soils.
Livestock is not so important in the seven communities due to the fact that
the probability of flood irrigation is relatively high and
most families are able to grow wheat on their fields. Therefore,
most families only possess a few goats and sheep.
Perception of the water users: Degradation of
the river bed is not occurring at the site of the Jama Bund
and, therefore, the water users are able to reconstruct their
bund every time when it breaches. The degradation process starts
downstream of Topian Killi near the site where the flood channel
is joining the river bed of the Korakan River. At that place the river bed does not consist of stones and pebbles any more
but is predominantly sandy. Vegetation in the river bed has
disappeared completely. Degradation in the flood channel is
in comparison with the water course of the Korakan River less advanced.
The only point of concern is flood damage to the villages and the fields if
the bund breaches and the flood water follows the original
river bed of the Korakan River. Therefore, flood protection works are requested by the inhabitants of these
communities and the farmers with land close to the river bed.
3.2 KARKHASI BUND (Top of this page)
Hydrology: The Karkhasi bund was located in the original river bed of the Laindo Kaur
near Shafat Killi, which is, in fact, the flood channel of
the Jama Bund. For the last four years, the Karkhasi Bund could
not be built by the ten shareholding families due to the fact
that the bed of the flood channel/Laindo Kaur has become too
wide (200 to 250 feet) and too deep (16 to 25 feet) as the
result of degradation. At the time that the bund could be built
every year, the Karkhasi Bund was 150 feet long and 8 feet
high.
According to the water users, the degradation process started in 1982. In that
year, the bridge over the Korakan River near Sarawan Village was washed away and the level of the river bed decreased dramatically. It
seems that the degradation process stopped three years ago,
which could be explained by the reconstruction of the Madagan
Bund.
Upstream of the Karkhasi Bund, the water users of the Jama Bund have built
14 free intakes, which divert flood water to the fields. At
the time that the water users of the Karkhasi Bund were able
to built their bund, they were only receiving flood water,
if the flood was so large that the water users of the Jama
Bund could not divert all the flood water to their fields or
if they closed all the 14 free intakes because all the field
were sufficiently irrigated. If the Jama Bund breached, the
Karkhasi Bund would not receive flood water at all until the
Jama Bund had been reconstructed.
Sociology: All the cultivable land, which was irrigated by the Karkhasi Bund, was owner-operated.
The total command area has a size of about 10 jora.
Without the bund, the original water users are not capable
any more to cultivate their land. Cutting and selling of wood
and working as day-labourers are the main economic activities
for these 10 families in Shafat Killi. All bullocks have been
sold in order to buy food.
3.3 NOVAK BUND (Top of this page)
Four families (one Afghan and three belonging to the Samalani tribe) are entitled
to use the flood water from the Novak Bund to irrigate their
fields. These four families are resident in Jal Topian and
Shafat Killi. The Novak Bund is situated in the vicinity of
Shafat Killi in the river bed of a tributary of the Korakan River, which is also called Korakan River. For the last three years the bund could not be rebuilt by the four families,
because the depth of the river bed is 30 feet instead of 15
to 20 feet due to the degradation process.
The command area has a size of about 4 to 6 jora and these families
have also sold their bullocks to but food. Working as day-labourers
and selling wood are also their main economic activities since
the bund is not rebuilt any more.
3.4 QAISER BUND (Top of this page)
The Qaiser Bund was constructed downstream of the Novak Bund by four families.
One family belongs to the Qambarani tribe and lives in Sarawan
village, whereas the other three families belong to the Nidamzai
tribe and resident in Mach Killi. This bund has not been rebuild
for the last three years due to the fact that the width of
the river bed has increased from 15 feet to 100 feet. Therefore,
the four families are not capable to rebuild the bund.
In some years, the Qaiser bund was breached deliberately by the water users
to protect their fields from flood damage.
These four families are still able to build a large bund in Washboi Kaur with
the help of free bulldozer hours. This bund is breaching every
year due to piping caused by rats.
All four families have still their bullocks, which they use for preparing the
fields and for the maintenance and reconstruction of the field
bunds. Three families are cultivating their own fields, whereas
one family is hiring a tenant for this purpose. If the tenant
is using his own bullocks, he will receive 50% of the harvest.
If the landlord is providing the bullocks, the tenant only
obtains 25% of the harvest.
Perception of water users of Karkhasi, Novak and Qaiser Bunds: If the degradation process could be stopped and reversed, it would be possible
for the water users to rebuild their bund as soon as the level
of the water course has increased sufficiently. To stop the
degradation process and to promote the siltation process, the
water users are of the opinion that a bund should be constructed
downstream of the site of the Karkhasi Bund.
3.5 SHAH BUND (Top of this page)
Near the village of Shayan, another collective bund, called Shah Bund, was usually built in the river
bed of the Korakan river before 1979. This bund was 20 feet
high and 250 feet long. Flood water was diverted to the command
area on the right bank. But since 1979, the water users are
not capable any more to rebuild the bund due to the degradation
process and the right bank command has not been used for 14
years.
Hydrology: According to farmers, 18 to 20 floods occur in an average year and 3
to 5 of these floods are considered as large floods. Most of the floods are taking
place during the Rabi season.
The water users of Shayan village are still able to divert flood water from
the Garruk river to a command area on the left bank of the
Korakan river by building by about 10 free offtakes. One of
the Garruk flood channels is releasing its surplus water into
the Korakan river near the village. Since the degradation process
in the Korakan river started, the bed of this flood channel
is also degrading due to scouring processes and the command
area is eroding rapidly.
Tribes and communities: Ten families, belonging
to the Syed tribe and resident in the Shayan village, were
benefiting from the Shah bund. A total number of 50 to 60 households
are living in Shayan village.
Existing Maintenance and reconstruction system: The bund, which
was made of sand, breached partially with every large flood.
With the help of their own bullocks, 20 to 25 tenants-at-will,
who were cultivating the arable land of these ten families,
could rebuild the breached portion of the bund within one to
two days. Each tenant had to contribute labour for the construction
of the bund according to the number of jora to
be irrigated. The reconstruction of the bund was done without
the supervision of a miriaab. As a part of the tenancy arrangement,
the tenant had the obligation to contribute his labour for
the reconstruction work and was organised as an asher.
Consequently, after each breaching of the bund, all the tenants
were participating in the rebuilding of the bund, also those
who had already irrigated their land.
In 1992, the Irrigation Department had built 2 gabion spurs near Shayan village
to protect the village itself against flood damage. Since these
two spurs have been built, no large floods occurred and, therefore,
the effectiveness of these two structures has not been proved
yet.
Water distribution: The
most upstream water users along the flood channel always have
the first right to divert (all) the flood water to their land
during every flood and they do not have to wait until all downstream
water users have irrigated their land for the first time. Normally,
flow division in the flood channel was not practised and an
individual water user had the right to divert all the flood
water to his land. Only if the flow in the flood channel was
too large to be managed by one single water user, a portion
of the flood water could be diverted to his field.
Command area: The
command area of the of the Shah bund had an acreage of about
8 to 10 joras and all the land was cultivated by tenants-at-will.
Although these tenants-at-will had to do all the field work
(rebuilding the diversion bund, maintaining the field bunds,
cleaning the flood channel, preparing the land and harvesting),
they were only getting 50% of the harvested crop (wheat and
sorghum) and they were also allowed to collect the stubbles
as fodder for their livestock.
Agriculture: The main crop is wheat, which is grown during the Rabi season. During the Kharif
season, if enough flood water was available for irrigating
the fields, water melon, sweet melon and sorghum were cultivated.
For the ten landholding Syed families as well as for the tenants,
livestock was not so important at the time that the Shah bund
was operational. They were only keeping some livestock for
home consumption.
Perception of the water users: If the degradation
process could be stopped, it would be possible to rebuilt the
Shah bund as soon as the level of the river bed has increased
sufficiently. According to the landowners, the degradation
process would stop permanently, if the Madagan bund, situated
immediately downstream of the former Shah bund, could be constructed
every year. Due to the fact that the Madagan bund has been
rebuild since 1985, the degradation process of the river bed
near Shayan village has stopped for three years.
3.6 NOTHANI BUND (Top of this page)
Until 1979, a collective bund, called Nothani bund, was built in the river
bed of the Korakan river at a site east of Nothani village.
At that particular site, the Korakan river has a width of 50
to 60 feet and the depth was 3 to 4 feet. The bund itself,
made of sand and reinforced with bushes and stones on the top,
had a height of 9 to 10 feet. Flood water was diverted into
two flood channels; one flood channel on the right bank of
the Korakan river was located about 100 meters upstream of
the bund, whereas the left bank flood channel was situated
next to the bund.
Hydrology: According to farmers, 15 to 18 floods occur in an average year and 3 to 5 floods
are considered as large floods. Most of these floods take place
during the rabi season.
Since 1979, farmers are unable to rebuilt the Nothani bund due to the fact
that a very large flood with a duration of about 5 days changed
the course of the Korakan river. In stead of following the
original river bed, all the flood water was flowing into the
left bank flood channel, which was scoured out considerably,
and it became the new course of the Korakan river. About 1.5
kilometres downstream of the Nothani bund, the left bank flood
channel is joining the original river bed of the Korakan river
again. Consequently, the Nothani bund, which is still in place,
is not functioning any more due to the change of the river
course.
The water users are not capable to rebuild the bund on another site, because
the depth and the width of the original river bed and the right
bank flood channel as well has increased to 25 and 250 feet,
respectively
According to information given by the farmers, the degradation process of Korakan
river has stopped for the last two to three years and a siltation
process has started, which is possible due to the growth of
new vegetation (Tamarix) in the (new) river bed. The water
users are convinced that the construction of the Madagan bund
is the main reason that the degradation process has finished
On the north side of Nothani village, the Gazzi river is flowing and it is
joining the Korakan river bout 3.5 miles downstream of the
Nothani bund. Until the early 1980s, farmers were diverting
water from the Gazzi river to a separate command area by building
individual off-takes. But for about the last 10 years, the
water users are not capable divert water from the Gazzi river
due to the fact that the degradation process also started.
According to the farmers, this degradation process in The Gazzi
river is the result of the degradation of the river bed of
the Korakan river.
Tribes and communities: Until 1979, 100 families, belonging to the Nothani tribe, were the beneficiaries
of the Nothani bund. The village has the following social amenities:
a primary school for boys and a solar energy system, a gift
of a Skeikh of an Arabic country, but it does not function
for the last 4 to 5 years. The village is connected with Kharan
city by a sandy track. During the 1979 flood, a portion of
the village was washed away.
Maintenance and reconstruction system: Before 1979, the
Nothani bund only breached once every three to four years,
because most flood water was diverted into the left bank flood
channel. If the bund breached, the water users were able to
rebuild the bund within a few days with the help of bullocks.
Every individual water user had to contribute labour according
to the number of jora, which were irrigated with
flood water from the Nothani bund. A miriaab was responsible
to organise the reconstruction work and to mobilise all the
water users. Although it only happened rarely that one of the
water users did not contribute labour, he was fined Rs.50 for
each missed working day.
The two flood channels did not need much maintenance.
Water distribution: The
upstream farmers had the first right to irrigate their fields
during each flood. Despite this first right rule, all the downstream
farmers were receiving enough flood water during every flood
season to irrigate their fields at least once.
In the case of a small flood, the right bank flood channel will be able to
divert flood water to its command area. The left bank channel
will only receive flood water, if medium to large floods occur.
Command area: The
two command areas of the Nothani Bund have together a size
of about 50 to 100 Joras. Each water using family had land
in the left bank and in the right bank command area as well.
A large portion of the farmers with a share in the Nothani
bund, were also using flood water from the Gazzi river to irrigate
their fields.
According to the farmers, all the land was prepared and cultivated by the landowners
themselves. No tenants were applied to do the field work on
the land of the landlords.
One farmer has bought a diesel motor with a loan from the Agricultural Development
Bank of Pakistan and it is used for running a flour mill as well as the pump of a 100 feet
deep dugwell. On the fields irrigated with water from the dugwell,
the farmers is cultivating wheat, sorghum, cumin and vegetables
(carrot and onion). The land is prepared with the help of a
pair of bullocks.
Risk coping strategies: Since the Nothani
bund is not functioning, many households are earning an income
with cutting branches of the Tamarix trees and selling it on
the market in the town of Kharan. Many male family members are also working as day-labourers in the different
areas of Balochistan and Sindh, whereas some other have a government
job. Besides three to four pair of bullocks, all the other
bullocks have been sold in the early 1980s.
Agriculture: In the rabi season, the main crops was wheat and if the farmers were receiving
enough flood water during the kharif season to irrigate their
fields sufficiently, they also grew sorghum and water melon.
Perception of the water users: If a large pucca
bund with gates and flood protection structures could be built
near Nothani village, the water users would be able to irrigate
their fields again.
3.7 MADAGAN I BUND (Top of this page)
Before 1976, the Madagan bund was built near the village of Tirathi, which is about 1 mile upstream of the actual Madagan bund. Between 1976 and
1985/86, the water users were not capable to reconstruct the
bund. But since 1985/86, they have received access to free
bulldozer hours with the help of the local MPA fund and from
that year, the Madagan bund is rebuilt every year near the village of Madagan.
Hydrology: For the flood event pattern, see chapter about Nothani bund.
In 1976, the old Madagan bund was washed away by a large flood, which also
increased the size of the river considerably. Consequently,
the water users were not capable any more to rebuild the bund
with the help of only bullocks.
Tribes and communities: All the land, which
is irrigated with flood water from the Madagan bund, is owned
by about 30 families, who are belonging to the Nausherwani
tribe. After the old Madagan bund was washed away in 1976 and
it could not be rebuilt any more during the next 10 years,
all these 30 landowning families migrated permanently to Kharan
town, where they have their businesses. These 30 landowning
families also have land, which is irrigated with flood water
from the Garruk river (40 jora) and by the Baddo
weir (6 jora).
All the land irrigated by the old and new Madagan bund is cultivated by 80
tenants-at-will, belonging to the Chanal and Sumalanai tribes,
and they were living in the following four villages: Tirathi
(10 families), Kurkti (30 families), Purpate (15 families)
and Tandwani (25 families).
Existing maintenance and reconstruction system: The old Madagan
bund, made of sand, was breached by every large flood due to
overtopping and sometimes due to piping caused by rats. The
tenants were able to reconstruct with their bullocks the breached
bund within a couple of days. Each tenant had to provide labour
according the number of irrigated jora. If the
damage to the bund was very large and the tenants were not
able to rebuild it before the next expected flood, they could
call the help of other tenants from other areas on the basis
of asher.
The new Madagan bund is rebuilt with bulldozers; in 1993, 200 hours were provided
by the local MPA fund and 100 hours were paid by the landowners.
In 1992, this new Madagan bund breached within a couple of
hours and it could not be rebuilt during the same flood season.
The free bulldozer hours are also used to build a number flood
protection bunds to prevent flood damage to the flood channel.
In other years, the bund was sometimes deliberately breached
by the tenants with the permission of the landlords after all
the fields had been irrigated sufficiently and to protect their
fields from flood damage. The reconstruction work by the bulldozer
was supervised by two representatives of the landowning families:
Mir Qadir Bux and Mir Majeed. Due to the fact that the former
MPA has not be re-elected during the last provincial elections
in October 1993, it is not expected that the landowners will
receive free bulldozer hours from the new MPA at the end of
1994. Therefore, they will be unable to rebuild the Madagan
bund at the beginning of the 1994/95 rabi season, because it
will be very difficult to find a bulldozer at that time. Many
bulldozers are out of order and the MPA's have the first right
to use the available bulldozer hours.
Water distribution: All
the flood water was diverted by one flood channel to the command
area on the right bank of the Korakan river. The flood water
in the flood channel is also here distributed according to
the rule that the first water user has the first right to irrigate
his field.
Command area: The
total size of the command area is about 100 jora and
is belonging to one tribe. Before 1976, when the tenants were
responsible for the reconstruction of the old Madagan bund,
their share of the harvest was 50%. Although the landlords
have become responsible for the rebuilding of the new Madagan
bund with the help of a bulldozer, the tenancy arrangement
has not changed yet and the tenants at will still receive 50%
of the harvest. But the landlords have the intention to change
the existing arrangement and give the tenants a smaller share.
Actually, the tenants are responsible to maintain the field
bunds with the help of bullocks and camels.
Risk coping strategies: During the period
that the Madagan bund could not be rebuilt by the tenants,
many of them have migrated temporarily to other area to find
work as day-labourers.
Agriculture: Wheat is the only crop, which is cultivated during the rabi season. Sorghum
and water melon could be grown during the kharif season, if
enough flood water is available to irrigate the fields.
Perception of the water users: The landlords are
of the opinion that an improved bund should be built at the
site of the old Madagan bund near Tirathi village. This would
make it possible to construct a second flood channel on the
left bank of the Korakan river.
3.8 MADAGAN II BUND (Top of this page)
Before 1976, a second Madagan bund was built by 6 hereditary tenants (maorosi),
belonging to Merani and Tondwani tribes, who are living in
Purpate and Jamak villages. This bund was located 1 mile upstream
of Purpate village. These occupancy tenants are cultivating
the land of one member (Haji Qadir Bux) of the Nausherwani
tribe. The command area has a size of 6 jora.
Due to absence of these 6 hereditary tenants, more information about this bund
is not available yet.
3.9 JAMAK BUND (Top of this page)
A 200 feet long and 40 to 50 feet high earthen bund has been built in the Korakan
river with the help of a bulldozer east of Jamak village, just
downstream of Purpate village. The bund is located about 35
km south west of Kharan city.
Hydrology: See previous chapters.
Tribes and communities: About 500 families,
who are belonging to Sar Baloch, Zehri, Faqirzai and Mullahzai
tribes, are shareholders in the Jamak bund. These families
are living in a number of village, such as Jamak (Sohur Badini
and Rind tribes), Marbund (Sohur Badini and Zehri tribes),
Ghazbastan (Faqirzai, Rind, Mullahzai and Ghulam tribes) and
Seazari (Sohur Baloch).
Existing maintenance and reconstruction system: Although the river
bed has become very deep, the water users are capable to rebuild
the bund every year with the help of free bulldozer hours,
provided by the local MPA fund. For the reconstruction of the
bund, they need 450 hours. In 1992, the bund only lasted for
1 hour before it breached due to piping.
Water distribution: At
present, the flood water is diverted into three flood channels;
one flood channel is serving a command area on the right bank
and is constructed adjacent to the bund. The other two flood
channels are diverting the flood water to the left bank.
The right bank flood channel has a length of about 3 km and it is serving the
command area of Jamak village, whereas both left bank flood
channels divert water to the command areas of the other three
villages. The left bank flood channels have a total length
of more than 20 kilometres.
Command area: The
size of all different command areas together is more than 1,000
acres and more land is available for expansion.
Agriculture: The farmers are growing wheat, cumin, melon, water melon, sorghum and pulses.
Perception of farmers: The farmers requested
the construction of a weir which could divert a reliable amount
of flood water into the flood channels.
3.10 KARKHI BUND (Top of this page)
In the river bed of the Karkhi river, the collective bund, called Karkhi bund,
has been built by farmers from 12 different communities. The
Karkhi bund has height of about 20 feet and its length is more
than 300 feet. The location of the Karkhi bund is about 70
km south east of Kharan city.
Hydrology: Between the Jamak Bund and the Karkhi bund, the Korakan river, Garruk river
and a tributary of the Baddo river are joining each other and
it is called Karkhi river by the local population. Due to the
fact that three separate river courses are coming together
upstream of the Karkhi bund, the catchment area of the Karkhi
river is very large. The frequency of floods varies from summer
to winter and the maximum number of floods are reported in
the months from January to March.
As a result of the fact that the Karkhi bund has not breached for the last
two to three years, the degradation process has stopped completely
and the river bed has silted up several feet over a total length
of more than 6 miles.
Five individual tubewells are also operated to supplement the need of irrigation
water during the dry season.
Tribes and communities: About 1,260 households
living in 12 different communities are beneficiaries of the
Karkhi bund. The main tribes are Kubdani, Essazai, Duragzai,
Sopuk, Momoga, Mullazai, Nausherwani and Klagani, who are resident
in the following villages: Sorgazo (400 households), Nizar
(50 households), Koshk (20 households), Puljut (100 households),
Kamar (200 households), Ureke (100 households), Tumani (50
households), Yuloki (50 households), Sahib Dad (20 households),
Soro Sharif Khan (20 households), Nock Asghal Killi (20 households)
and Nick Kali Naib Abdul Razziq (50 households).
Existing maintenance and reconstruction system: The Karkhi bund
has not been washed away for the last two to three years due
to absence of large floods. Consequently, the river bed has
silted up several feet upstream of the bund.
Water users from all 12 communities have to contribute labour and money according
to their land shares for the reconstruction and maintenance
of the Karkhi bund. Water users, who are living the communities
at the tail-end of the flood channels, have to contribute in
the same as the upstream water users. The tail-end water users
are not compensated for the fact that their probability to
receive flood water is less in comparison with upstream water
users. To rebuild the bund after it had been washed away by
large floods, about Rs. 55,000 were spent for the rent of a
bulldozer. The cash contributions are collected by the village
leaders in each community.
Water distribution: The
total command area is situated at both sides of the Karkhi
river and the flood water is diverted into two flood channels,
which are commanding both command areas. Like in the other
upstream flood irrigation schemes, the upstream water users
also have the first right to divert the flood water to their
fields. The probability of receiving flood water decreases
considerably for the downstream water users. Flood water is
only diverted into the left bank flood channel during high
flood, whereas the right bank flood channel is even receiving
flood water during low floods.
Command area: The
total area, which could be commanded by the Karkhi bund, is
approximately more than 3,000 acres. During a reconnaissance
visit in July 1993, not more than 50 acres were cultivated.
A portion of the arable land is cultivated by hereditary tenants,
who are receiving 75% of the harvest, whereas tenants at will
only receive one-third of the harvested crop. The tenants at
will only provide the labour, while the landlords supply all
the inputs and are responsible for the maintenance of the field
bunds. The hereditary tenants have to do all the field work,
included the maintenance of the field bunds, as well as the
provision of the inputs (seed).
Agriculture: During the rabi season, the farmers are cultivating wheat and cumin, whereas
sorghum and pulses are grown during the kharif season.
Perception of the water users: If the water users
have permanent access to a bulldozer, they would be able to
rebuilt their bund quickly after every breaching and the bund
could also built much stronger. The water users would like
to raise the existing bund, because they want to prevent the
flood water from flowing downstream and get wasted in the desert
near Oskardon. With a bulldozer, the flood channels and the
command areas could also be protected against flood damage
and the farmers could prepare their fields more easily. The
bund itself could be improved by constructing a pucca weir
with two main offtake structures.
3.11 PIR BUND (Top of this page)
About 15 to 20 miles downstream of the Karkhi bund, the Pir bund is built.
More information about this particular bund is not available.
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