REPORT NO. P-2 


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INCEPTION REPORT 

By 

Muhammad Shabbir Haider; SDO Malik Branch 

Irrigation & Power Department 


Government of the Punjab 


Mushtaq Ahmed Khan, Hydraulic Engineer 

International Irrigation Management Institute 


Pakistan 


March 1996 




Allah is He who created the heavens and 
the earth and sent down water from the 
clouds, then brought forth with it fruits as 
a sustenance for you, and He has made the 
ships sub servient to you to run their 
course in the sea by His command, and He 
has made the rivers sub servient to you. 



TABLE OF CONTENT 

CHAPTER: 1 INTRODUCTION 

1.1 Background 1 

1.2 World History of Irrigation 2 

1.3 Irrigation in Pakistan 3 

1.4 History of Irrigation in Bahawalpur State 3 

1.5 Sutlej Valley Project 4 


CHAPTER: 2 DESCRIPTION OF THE STUDY AREA 

2.1 
 Malik Sub-Division 7 
2.2 Malik Branch 8 
2.3 
 Mehmood Disty 11 
2.4 
 Bhukan Disty 12 
2.5 
 Gajjiani Disty 13 
2.6 
 Dhaban Minor 15 
2.7 Takhat Mahal 16 
2.8 
 Chack Abdullah Minor 17 
2.9 Madrissa Sub Minor 19 
2.10 Kokni Minor 19 
2.11 Chatala Minor 20 
2.12 Chishtian minor 21 
2.13 
 Sirajwah Disty 22 
2.14 
 Bahadurwah Disty 24 
2.15 
 Najibwah Minor 26 

CHAPTER: 3 RESEARCH PROBLEMS & APPROACH 

3.1 Research Problems 28 

3.2 Approach 30 




DETAILS OF ANNEXURES 

= 	 Details of various offtaking canal of the Sutlej 
Valley Project 

B = 	 Administrative control of Sadiqia Division 

C = 	 Administrative set up of the Malik Sub-Division 

D = 	 Communication and Sectional Distribution 

of Malik Sub-Division 


E = 	 Layout of Malik Subdivision 

F = 	 List of all outlets along: 
* Sirajwah Distributary 
* Mehmooda 	Minor 
* Bhukan Distributary 
'* Gajiani Distributary 
'* Madrissa Minor 
'* Kokni Minor 
'* Chishtian Minor 
'* Chak Abdullah Minor 
'* Chutala Minor 
'* Dhaban Minor 
'* Takhat Mahal Minor 
'* Malik Branch (Malik Sub-Division) 
'* Bahadurwah Minor 
'* Najibwah Minor 

G = 	 Hydraulic Data of: 
'* Sirajwah System 
'* Thakat Mehal, Dhaban Minor 

& Mehmooda Bhukan Distributaries 
'* Gajjiani Distributary 
'* Chak Abdullah, Chatala, Kokni, Chishtian 

Minor 	& Madrissa Sub Minor 

H = 	 List of the total number of outlets of Malik Sub-Div. 

= 	 Supply conditions in Malik Subdivision 

J = 	 Discharge variation at RD 38900 DIS Malik Branch 

32 

33 

34 

35 

36 

38 
39 
39 
40 
42 
42 
43 
44 
45 
45 
46 
47 
48 
50 

51 
52 

53 
53 

54 

55 

56 



LIST OF GRAPHS 

GRAPH: x Discharge variation at head Gajjiani Disty 57 

y 	 Discharge variation RD 38900 downstream 
of Malik Branch August, 1995 58 



LIST OF ABBREVIATIONS 

APM Adjustable Proportional Module 
BWN Bahawalnagar 
CAL Chak Abdullah 
CCA Culturable Command Area 
DISTY Distributary (secondary canal) 
Dis Downstream 
FSD Full Supply Depth 
GCA Gross Command Area 
GDP Gross Domestic Product 
GJN Gajjiani Disty 
I&PD Irrigation and Power Department, Punjab 
IIMI International Irrigation Management Institute 
IMIS Irrigation Management Information System 
ISRIP International Sedimentation Research Institute in Pakistan 
ISRP Irrigation System Rehabilitation Project 
ITIS Information Techniques for Irrigation Systems 
NSL Natural Surface Level 
OCAPM Orifice Cum. Adjustable Proportional Module 
OCOFRB Orifice Cum. Open Flume with Roof Block 
OFRB Open Flume with Roof Block 
RD Reduced Distance (in 1000 ft) from the head of a canal 
SDO Sub-Divisional Officer 
SE Superintending Engineer 
SIC Simulation of Irrigation Canals 
U/S Upstream 
WSL Water Surface Level 
WSS Water Surface Slope 
WSW Water Surface Width 
XEN Executive Engineer 

CONVERSION OF UNITS 

1 Acre = 0.4047 ha 
1 Cumec (cubic meter per second) = 35.315 cusecs 
1 Cusec (cubic foot per second) = 28.32 I/s 
1 Canal mile ( 5 Rd's ) = 5000ft 
1 Canal Rd = 1000ft 
1 Ft (foot) = 0.3048 m 

21 Square foot = 0.0929 m



CHAPTER: 1 INTRODUCTION 

1.1 BACKGROUND 

Pakistan is an agricultural country with a large canal irrigation system, which 
has expaned enormously over the last hundred years. With a command area of 16 
million ha, the Indus Basin Irrigation System is one of the largest contiguous irrigated 
systems in the world. The country's contribution to the science of irrigation has been 
of great importance. The present system encompasses the Indus river and its major 
tributaries, three major reservoirs, 19 barrages or headworks, 12 link canals, 46 canal 
commands, and over 107,000 water courses. The total length of canals is about 
60,000 km (Siddiqi, 1994). It accounts for 26 % of the GDP, provides 80 % of the 
overall value of exports, and employs 54 % of the labour force (Siddiqi, 1994). 

In this system, the water is diverted from main canals to branch canals, then 
to distributaries and water courses. It was designed a century ago as a gravity flow, 
run-of-the-river system with an objective of extensive and equitable use of water: the 
water has to serve as large an area as possible, and to be distributed equitably to 
sustain as large a rural population as possible at low cost. It is a supply based system, 
i.e. the water allocation and distribution is essentially controlled by the supply at the 
head of the canal. 

Agricultural production for three major crops (wheat, rice and sugar cane) has 
been stagnant for the past 20 years whereas the population growth remains at a high 
rate of about 3 % (Kuper et ai, 1994). So with the world's "Population Explosion" and 
the demand for additional food, the science of irrigation is likely to become the 
science of survival. Vast areas earth in Pakistan are situated in arid zones and even 
those in humid zones may not have evenly distributed rainfall. It is only through the 
artificial application of water that large culturable tracks of land can be brought under 
cultivation. 

To irrigate our sweet and fertile land in the Punjab, the Punjab Irrigation & 
Power Department is responsible for the operation and maintenance of related works. 
In the land of five rivers, Punjab, there is a huge canals network irrigating perennially 
and non perennially in addition to a vast system of link canals with all related hydraulic 
works. The distribution and application of water to the lands requires adequate 
knowledge of the agricultural aspects of irrigation, i.e. the crops and their seasons, 
the types of soil with their characteristics and chemical composition, and the inter­
relation of crops, water and soil. Finally, it. is important to avoid waterlogging and 
salinity, and the consequent loss of cultivable land. But, unfortunately due to 
economical or other constraints, the system is deteriorating day by day and this 
worlds' important system faces much trouble for smooth and safe running. The 
careful research using modern methodologies, techniques and tools required for the 

1 




up keeping of system to cope with the battle of hunger and poverty on scientific 
grounds has not been given due importance and very many efforts have been made 
so for to improve the existing system. Due to this negligence and unrealistic approach, 
70 to 80 per cent population of Pakistan depending upon canal irrigation are facing 
problems for their survival. 

Keeping in view the difficulties experienced by the Punjab Irrigation & Power 
Department (in various fields of irrigation), for the improvement of the existing system 
by using new and modern techniques and methodologies, IIMI (\nternationallrrigation 
Management Institute) has been asked for collaboration in various research activities. 
For this purpose, in Fordwah/Eastern Sadiqia area in Bahawalnagar circle (Irrigation 
unit in Punjab) IIMI has been involved in research activities for the last three years, 
and some results are now being tested in the field, to demonstrate the possibility of 
a productive collaboration work between researchers and managers. The main 
objective of IIMI's research in this area is to develop and pilot test in collaboration 
with national research and line agencies alternative irrigation management practices 
to optimize agricultural production and mitigate problems of salinity/sodicity. The 
research is found very helpful in aims to develop tools to assist irrigation managers to 
take better founded decisions on operations and maintenance. So on the special 
recommendation of worthy Chief Engineer Bahawalpur, the then Superintending 
Engineer Bahawalnagar, research on perennial system i.e. Malik Sub-Division canals 
started and is now under progress. Before discussion on the existing conditions of 
canals in Malik sub-division and on going activities, we will first discuss some history 
of irrigation at a glance. 

1.2 WORLD HISTORY OF IRRIGATION 

The art of applying water to the land dates back to the beginning of human 
civilization. The oldest canal still in use was begun about 1900 b.c. in Egypt, by the 

Prophet Joseph when he was Grand Vizier to the Pharaoh. This canal is situated in 

Medinet-I-Faiyum, 80 miles south of Cairo and irrigates the lush green fruit gardens 

of that area. It leads off the Nile, is about 200 miles long, and is called Joseph's canal 

by the fellahin. The Holy Quran also throws some light on the great canal system 


, inherited by Ramses-ii (1304-1237 b.c.'. It is thought that the floating basket carrying 

the infant Moses may have reached the gardens of the Pharaoh's palace by way of 

a canal leading off the Nile. Egypt claims to have the world's oldest dam, 355 ft long 
and 40 ft high, built some 5000 year ago to store water for drinking and irrigation. It 
was built by king Menes (C.3100 b.c) across the Nile near Menesphis. 

The Holy Quran mentions the destruction of the flourishing community of Sabah 
in Yemen in the following verse: "but they turned away, wherefore We sent upon 
them the inundation of the dam and We exchanged their two gardens for two gardens 
bearing bitter fruit and tamarisk and some lote-trees". The dam mentioned in the 

2 




above is known as Sadde Marib (Marib dam) and was built 3 miles from the capital 
city of Marib, 60 miles east of Sanah in 800 b.c.(lqbal Ali, 1975) 

The indo-gangetic plain also boasts an ancient irrigation system. Archaeological 
excavations at Harappa, Moenjodaro and Kot Dijji have revealed the existence of an 

. advanced civilization based on some form of irrigation system. In the recorded history 
of the sub continent, the practice of the irrigation can be traced back to the 8th 
century when the Muslim invaders differentiated between irrigated and non irrigated 
lands for the purpose of levying land tax. 

The present elaborate system of the western Jamna canal is believed to have 
been based on a system initiated by Feroz Shah Tuglaq. Ali Mardan Khan, an Engineer 
and Governor of Punjab during Shah Jahan's rule, constructed the Hasli Canal leading 
off the Ravi which forms the nucleus of the present upper Bari Doab canal, (Iqbal Ali, 
1975). 

1.3 IRRIGATION IN PAKISTAN 

Pakistan's irrigation system has a great importance over the world globe and 
was extended enormously over the last hundred years. In the middle of the 19th 
century when the British took over the control of the sub continent, there were only 
a few inundation canals in the area now comprising Pakistan, irrigating some 200,000 
acres. By the end of 19th century a number of separate inundation system had been 
developed for each river. The total irrigated area increased to 3.6 million acres, with 
a total canal mileage of 4340 miles. At the end of the 19th century efforts were also 
made to construct a weir control irrigation system. The inundation systems were 
merged with the various perennial irrigation schemes when these were completed and 
both are now being fed from the storage dams at Warsak on the river Kabul and 
Mangla on the river Jehlum as well as from the 17 barrages and headworks. 

Pakistan perennial irrigation system is the world's third largest, irrigating some 
33 million acres with a total canal mileage of 40,000 mile and a discharge of 
2,30,000 cusecs. In addition a vast system of link canals was constructed in the 
1960's for transferring the water of the western rivers to the canal system which 
used to be fed by the eastern rivers, Beas, Sutlej and Ravi (Iqbal Ali, 1975). As our 
study relates to Malik Branch system, so we will focus on the history of that part of 
the system. 

1.4 HISTORY OF IRRIGATION IN BAHAWALPUR STATE 

Bahawalpur state was bounded on the north and west first by the combined 
Sutlej and Beas Rivers, then by Chenab River :md finally by the Indus. The length from 

3 




the north-east to south-west was about 300 miles and its mean width was about 66 
miles. The total area was about 20,000 square miles of which two thirds was under 
desert, and the rest was cultivated. The State abuts on the rivers, 170 miles border 
along Sutlej, 50 miles border along Chenab and 80 miles border along Indus. The 
climate was dry and hot for the greater part of the year. Rain was scarce. We\\ water 
was sweet in riverain tracts but brackish in the old "Cholistan" and now new colony 
areas. The main industry was agriculture. Prior to its connection with the British 
Power in India in 1833, Bahawalpur state was an independent sovereign State 
pawning allegiance to no supreme power. In 1833 the state entered into a treaty with 
the British Government in India whereby a Political Agent of the British Government 
was posted in Bahawalpur, the State remained completely independent in all internal 
matters and enjoyed full sovereign rights. The rivers passing through Bahawalpur 
territory were considered to be the property of the state and the Ruler levied tolls on 
merchandise transported on the Indus river. The British Government did not interfere 
in this right of the State. From the irrigation point of view, the State could be divided 
into three tracts each running parallel to the other. 

a) Drift Sand Area 
b) Riverain Tract 
c) Central Tract 

For more detail of irrigation see the note by Mr.Barns, Superintendent of 
Irrigation in the State, 1868 quoted in Pir Muhammad Ibrahim (1948). 

Bahawalpur State Canals: 

In connection with the canal irrigation in the state Mr.Barns says:­
"Irrigation must have always been in vogue and, equally with Sindh and the 
Punjab, the canals received more or less care as the ruler for the time being 
was energetic or otherwise. My opinion is that in a period less than 50 years 
ago the irrigation of this state was in a far more prosperous condition than 
when Major Minchin took over the charge of State; the number of canals large 
and small (omitting all under 10 feet breadth) then in existence was as follows:­
viz., 26 from the Sutlej, 6 from the Chenab and 6 from the Indus. " (Page 243 
of the Punjab State Gazette, Volume XXXVI A Bahawalpur state 1904). The 
inundation canals to which Mr.Barns refers were constructed at different times. 
It will be interesting to note the dates of construction of a few of them with 
area irrigated, see Annexure-A. 

1.5 SUTLEJ VALLEY PROJECT (JUNE 1920) 

This project provided for the construction of 3 weirs on the river Sutlej, below 
its junction with the river Beas; and a fourth weir on the Panjnad reach of the Chenab 
below its junction with the Sutlej. Three perennial and five non-perennial canals, and 

4 




two "combination" canal (perennial and non-perennial) with an approximate aggregate 
Kharif capacity of 48516 cusecs had been proposed to take off from the rivers at 
these weirs for the benefit of Punjab, Bahawalpur and Bikaner territory. This project 
was designed for the annual irrigation of 3.5 million acres over and above the 1.5 
million acres already supplied by inundation irrigation, which latter area was also to 
benefit by the more reliable supplies resulting from the construction of weirs. It 
rendered available for colonization nearly a million acres of crown waste land in British 
territory and a further 2.5 million acres in Bahawalpur and Bikaner States. The cost 
of the entire project was estimated at nearly 24 crores rupees and the financial return 
therefrom on the British portion at 15 per cent, taking estimated credit for the sale of 
crown waste land. This project received the sanction of the Secretary of State for 
India in November, 1921. Before the construction of the weir-controlled irrigation 
system, the following inundation canals were present in the Sutlej Valley Project are: 

a) Lower Sutlej inundation canal system 

b) Hajiwah canal 

c) Upper Sutlej inundation canal system 

d) Grey canal of Ferozepore district 

e) Bahawalpur state inundation canal 


History of (a-d) is available but left untouched due to the focus of this 
report and can be provided on request. 

The Sutlej valley project provided for four weir on Sutlej, at Ferozepore, 
Sulemanki, Islam and on the Panjnad reach of the Chenab. Canals were 
constructed for supplying water both (perennially and non perennially) to tracks 
in the Punjab province and in Bikaner and Bahawalpur state, under a tripartite 
agreement by which the water available at those weirs was to distributed to 
the various canals. The Panjnad weir which was constructed below the 
confluence of the Sutlej and the Chenab allowed the Bahawalpur state to 
participate in supply in the Chenab as well as in the surplus water of the Sutlej 
for their canals taking off at the Punjnud weir (Pir Muhammad Ibrahim 1948). 
The detail information of all the canals taking off from the various weirs has 
been provided in Annexure-A. 

On the Sulemanki headworks, which lies in the west Punjab, two canals 
were proposed on the left bank, Fordwah canal and Sadiqia canal. Fordwah 
canal lying in Bahawalpur state was proposed for irrigation in state territory and 
replaced the Fordwah inundation canal. It was designed with a head maximum 
capacity of 3366 cusecs and a share capacity of 2244 cusecs to irrigate a 
gross area of 450934 acres and a culturable area of 434731 acres. The Sadiqia 
canal also lying in Bahawalpur state offtaking from left bank of Sulemanki weir 
is a perennial canal irrigating Bahawalpur state designed with a head capacity 
of 4917 cusecs to command a gross area of 1078640 acres of which 

5 




according to Sutlej valley project Bahawalpur inquiry committee report 840474 
acres were culturable. It replaced a farmer state inundation canal of the same 
name and in addition took up a large area of state waste. The tail of canal was 
proposed at RD 245000 where it trifurcate into Hakra Branch, Malik Branch and 
Sirajwah Disty. Administrative information of Sadiqia Division is given in 
Annexure-B. 

Sadigia Division 

Sadiqia Division is a perennial unit of Sutlej Valley Project (1920) included 
in Bahawalnagar canal circle. It is headed by an Executive Engineer stationed 
at Bahawalnagar. He is assisted in technical, operation, maintenance and 
revenue matters by 3 canal and 1 drainage SDO with 14 Sub-Engineers. 
Additionally, 1 Deputy Collector with 10 Zilladars is also available for 
assistance in revenue matters. Sub divisional set up is given in Annexure-C. 

6 




CHAPTER: 2 DESCRIPTION OF THE STUDY AREA 

2.1 MALIK SUBDIVISION 

Malik Sub Division is an important sub component of Sadiqia Canal Division. It 
has a vital and tremendous role in the agriculture, economic and social sector of the 
area under command. It totally falls in Bahawalnagar and Chishtian tehsils. It starts 
from the tail of Eastern Sadiqia Canal.The layout of the canals is given in Annexure-E. 

Details of Malik SUb-Division's Sections, Administrative and Communication 
set up are as under: 

a) Sections: 

Kot Sher Muhammad: 

Kot Sher Muhammad Section includes Malik Branch Rd 1000 to 95900, 
Gajjiani Disty (Rd 0 to 53200), Mahmooda, Bhukan, Dhaban and Thakt 
Mahal minors (head to tail). Data at head Malik and Gajjiani is collected 3 
hourly and conveyed to Bahawalnagar twice a day where as data at head 
and tail of other channels are collected and conveyed daily under personal 
supervision of Sub Engineer incharge whose sanctioned headquarters are 
at Kot Sher Muhammad rest house. Signaller is also stationed at the same 
point. 

Gajjiani: 

Gajjiani section includes Gajjiani Disty (Rd 53200 to tail), Chak Abdullah, 
Kokni, Chatala, Chishtian Minors and Madrissa Sub Minor (head to tail). 
Data at head and tail are collected and conveyed to Bahawalnagar daily 
under personal supervision of Sub Engineer incharge with sanctioned 
headquarters at Gajjiani Rest house. Signaller headquarters is also at Gajjiani 
Rest house but data is conveyed through Chak Abdullah telegraphic station 
due to non working of Gajjiani Channina link. 

Sirajwah: 

Sirajwah section consists of Sirajwah Disty (Rd 1000. to 67700). 
Bahadurwah, 1/R Bahadurwah and Najibwah Minors head to tail. Data at 
head Sirajwah is collected 3 hourly and conveyed to Bahawalnagar twice 
a day where as data at head and tail of other channels are collected and 
conveyed once a day to Bahawalnagar under personal supervision of the 

7 




Sub Engineer with sanctioned headquarters at Donga Bonga Rest house. 
The Signaller also stationed at Donga Bonga. 

b) Administrative Set Up 

Total 1735 cusecs (1538 Malik, 197 Sirajwah) of authorized discharge is 
being delivered through four major, two minor and almost 50 direct outlets to 
Malik and Dahranwala Sub-Divisions. The Malik Sub-Division is headed by the 
Sub Divisional Officer stationed at Bahawalnagar. The three Sub Engineers and 
three Zilladars help the SDO in technical and revenue matters. Administrative 
set up of the sub division is given in Annexure-C. 

c) Communication Set Up 

As explained above Malik sub division has three sections: 1) Sirajwah 2) Kot 
Sher Muhammad and 3) Gajjiani sections. Communicational and sectional set 
up of the sub division is presented in Annexure-D. 

2.2 MALIK BRANCH 

Malik Branch is the second largest offtake of Eastern Sadiqia Canal. It replaced 
a vast track of land in Bahawalnagar and Bahawalpur Districts being irrigated by 
inundation canals in the past. The command area is fertile, but some patches are 
badly water logged and salinity affected. Over all efficiency is good. The channel has 
a vital and tremendous role in increasing the agriculture, economic and social values 
of the area. The land holdings are small, but some larger farms are also present in the 
command. Most of the channel length is in filling and high seepage can be observed. 

Permanent Features 

Malik Branch was designed perennially for 1538 cusecs and offtakes from 
tail Eastern Sadiqia canal at RD 245000/R. The total length of the branch is 
23.38 canal miles, out of which 4.2 mile falls in Dahranwala and 19.18 mile 
falls in Malik Sub division. Channel has 90 ft bed width and 6.5 ft full supply 
depth in the head reach and 75 ft bed width and 5.90 ft full supply depth in the 
tail reach. The water surface slope varies from 0.11 to 0.12 per 1000 ft in total 
run. The value of lacey's silt factor had been adopted as 0.80 with free board 
2.5 ft. The discharge at the tail is 1042 cusecs. There are hydraulic control 
points combined with fall and bridges at Rd's 22900, 38900 and 95900 to 
maintain the water levels as per command requirements. Hydraulic structures 
at head and Rd 38900 are provided with mechanical gates to control 
regulation. The structures at RD 22900 and 95900 have not been provided 
with gates. A cross regulator has also been provided at Rd 86000 to feed lift 

8 




outlets in low supply periods. Detail of the total GCA/CCA, three year irrigation 
figures and major crops are provided in Annexure-F. 

Operational Issues 

Malik Branch has excellent working head while offtaking from parent 
channel. Gated structure with free orifice flow conditions are available at head. 
The discharge table is present but requires rechecking. The discharge at the 
head is most of the time higher than the design discharge, leading to scouring 
of bed and erosion of sides in most of the reaches. Some lift irrigation outlets 
also exist. Total supply is distributed among the irrigators through one major, 
two minor secondary canals and 45 direct outlets in Malik sub division. Most 
of the direct outlets are pipes, but some OCOFRB and OCAPM outlets also 
present. The left bank is 25 ft wide with a service road and the right bank is 
15 ft wide. They are in good condition except some points where cattle cross 
regularly. Some reaches are without berm and free board resulting in a loss of 
capacity of reaches, giving a smaller security margin for operations. However 
over all outer and inner prism is in good shape and has a potential to sustain 
the thrust of excess except reaches between RD 23 to 37, RD 39 to 57 where 
the smallest margin of operation exists, as the right bank is in a bad shape. An 
abrupt drop in the elevation at RD 49 to 51 implies a risk of overtopping due 
to which the gauge reader at RD 38900 is very limited in his operations. The 
head regulators of Mahmooda and Bhukan disties are without gated structures, 
and normally, draw excess in full supply days which is why these distributaries 
have a better performance than bigger distributaries. The discharge tables at 
these points are missing, so it is very difficult to control excess supply and save 
valuable supply. This fact is very much clear from the irrigation figures of both 
the channels (see Annexure-F). Fall and bridge RD 22900 without gates works 
modular. Due to non-availability at Mahmooda & Bhukan distributaries and 
inconsistent gate movement of Gajjiani discharge variation in Malik Branch RD 
38900 can be seen (see Graph-V). 

The cross-structure at Rd 38900, where Gajjiani Disty offtakes, is an 
important regulation point with gated structure. Supply/indent of Dharanwala 
sub-division is also met at this point. Discharge table is available but requires 
rechecking. Head and cross structures at this point are hydraulically weak. Even 
the right side pitching of Malik Branch in a length of almost 70 ft slipped down 
in previous closure 1994/95 and Department had to face a difficult situation. 
This work was repaired/completed on an emergency basis. Left side pitching 
also requires attention. At this point heavy fluctuation is the major operational 
problem and feeding of secondary canals (Fateh Murad) taking off from tail has 
become a burning issue. This situation is alarming and has an adverse effect on 
the efficiency of the system. See Annexure-I & F. 

9 



The official rotational schedule is strictly followed and implemented as it is 
approved by SE. However the targets or objectives of water distribution are not 
clear, as per modern techniques and requirements of crops, leading to problems 
in the fair distribution of water when demand is in full swing. For detail of last 
year and existing supply conditions see Annexure-F. A lot of responsibility is 
left to the gauge readers, especially in slack demand days. Some secondary 
canals are even fed when there is no demand and a valuable supply can be 
saved for use in other areas. In routine management, they perform a good local 
control. But this local control can not tackle the 'fluctuations that enter the 
system, as they are amplified by operations inside the Sub Division. This leads 
to a highly variable discharge in the Branch and ultimately transfer into 
secondary canals, resulting in bad situations at tails. Sometimes breaches 
occur, partly because of these reasons. As a result, the canal is almost never 
in steady state. 

At RD 86000, there were two high level offtaking channels Le. Khober and 
chandana. These were closed around 1975 and supplies delivered to the 
irrigators by direct outlets. Provision of cross regulator for feeding in low 
supply or other suitable suggestion instead of giving direct outlets by closing 
distribution canals in 1975, is a separate issue, which will be dealt with in a 
later stage of Malik Branch studies and adverse or favourable results will be 
discussed. Now for feeding of high level outlets, a cross-regulator has been 
constructed in 1991/92 at the same point. 

The cross-structure at RD 95900 works modular with sufficient working 
head. The indent of Daharanwala sub division is met at RD 38900 instead of 
this point. There is no discharge table available. To improve the working 
efficiency of canals in lower reach, indent must be fed at RD 95900 and proper 
data collection facilities must be provided there. In channel command, no 
proper drainage system exists. In most of the reach, N.S.L (Natural Surface 
level) is lower than the channel bed and high filling adds to intensive 
waterlogging due to a high seepage rate. Cutting reach is only in between RD 
63 to 70. 

The process of data collection (explained under sectional distribution set up 
given in Annexure-D) and its analysis has not been optimized, and the 
evaluation process is almost not performed at all. With a precise study of data 
collection and analysis, adequate knowledge of modern techniques in operation, 
improvements in links between gauge readers, the performance of the system 
can be stabilized with a high efficiency rate, tempering the coming fluctuations 
in the system with present security margin. 

10 




MEHMOODA DISTY 

Mahmooda Disty is the first secondary canal of Malik Branch. It is a high level 
channel whose command area is intensively affected by waterlogging and salinity in 
the tail reach. Some well organized farms are included in the command with lush 
green orcards. 

Permanent Features 

Mahmooda Disty was designed as a perennial unit of Malik Branch for 
distribution of 15.5 cusecs of discharge. It offtakes from RD 15464/R of Malik 
Branch and has a total length of 2.68 canal miles. There is no mechanical gate 
provided at head which works modular. A discharge table is missing. The 
details of total GCA/CCA, total number of outlets. major crops and last three 
year irrigation figures are provided in Annexure-F. The channel was designed 
with 10.8 ft W.S.W. in head reach and 1/3333 bed slope. No control point 
available to maintain the water level in this channel. 

Operational Issues 

In full supply days of Malik Branch. this channel runs a discharge more than 
authorized, which has adverse effect on the fertile command. Valuable 
agricultural land is being wasted every year. Unfortunately. due to paucity of 
funds in the past. no re-sectioning work has been carried out since long. Heavy 
growth of Jungle/Sarkanda with silt dunes can be observed along the channel 
on right side. Banks are weak with no berm and free board. leading to lesser 
security margin in operations. The channel potential capacity can not be used. 
and implies a risk of overtopping. Topography is such that the left side area is 
comparatively high as compared to the right side. 

The official rotational schedule is followed strictly as it is approved, that is 
why channel has abnormal shortage at tails in low supply periods of parent 
branch. As data collection and analysis are not optimized, and the evaluation 
process is almost ignored, that is why it has a poor performance than the other 
offtakes. It is also difficult to meet the targets or objectives of equitable and 
fair distribution during the whole season and reducing the shortage. Situation 
in low supply periods of muddy water has reduced the capacity and risk of 
overtopping has increased. Hydraulic data is collected and conveyed through 
telegraphic station at Kot Sher Muhammad daily. Tail front works modular 
where as tail left works non modular. For more information· of hydraulic 
data,existing and last year supply conditions see Annexure-F & G and 
communication link, layout, administrative control has been provided in 
Annexure-B, D & E. 

1 1 



BHUKAN D\STY 

Bhukan Disty is the second offtake of Malik Branch. It is high level channel. 
Most part of the area under command is water logged. However, some good patches 
of land are also irrigated by this Disty. Overall performance is good. 

Permanent Features 

Bhukan Disty offtakes from RD 22500/L of Malik branch with authorized 
discharge of 13 cusecs and tail RD 17640. The details of total GCA/CCA, 
Major crops, number of outlets and last three year irrigation figures are provided 
in Annexure-F & H. Head Structure works modular but has no gate. The 
discharge table is also missing. There are 8 outlets designed as OFRB. Being a 
high level channel, shortage of supply is experienced in low flow days of Malik 
Branch. Designed velocity and bed slope adopted as 1.28 ft/sec. and 115000 
respectively. 

Operational Issues 

As the head structure is without gate and regulation is being done by 
karries, so there is no permanent control and a lot of fluctuations ente the 
system which are very difficult to temper for equitable and fair distribution. As 
a result, the canal is almost never in steady state. The channel is also facing 
problems due to topography. Additional supplies are also distributed among the 
irrigators for reclamation purposes. Channel reach 0-7500 is in high filling. The 
bank position is weak, leading to loss of capacity in head reach with a smaller 
security margin for operation. There is no berm and free board available. Reach 
RD 7500-14000 passes through high level sandy dunes, when heavy wind 
storm carrying with dust blows in summer season, channel chokes up and the 
tail suffers. In the tail reach waterlogging patches are observed. There is no 
control point available on this channel to maintain water levels for better 
command, which effects modularity and efficiency. 

The official rotational schedule is strictly followed due to which targets of 
equitable distribution in low supply in Malik Branch are not achieved, and lot of 
variation in discharge at tails is observed. This is further aggravated due to non 
optimization of data collection and analysis and non performance of evaluation 
process. Supply conditions can be improved by provision of regulation gates at 
control point of Malik Branch RD 22900 just downstream of, the canal. 
Hydraulic data is collected and conveyed to Bahawalnagar daily through Kot 
Sher Muhammad. For detail of existing and last year supply see Annexure-F. 
Strengthening with side protection in reach RD 2200-3500 (right and left side) 
is recommended due to settlement of local Abaddi's in this reach. In the rainy 
season a number of mishaps are observed. Trespassing and cattle ghats must 

12 




be discouraged to increase channel efficiency. For more detail of hydraulic data 
see Annexure-G. Layout, communication link and administrative control has 
been provided at Annexure-B, D & E. 

Initially, channel tail was at R.D 23040 but on the request of share holders 
the tail was curtailed and some outlets were shifted to Malik Branch. L-Section 
and A-Form approved vide Superintending Engineer Bahawalnagar circle no 
1135 dated 29-1-1994 has been implemented and now there is no maior tail 
shortage. 

2.5 GAJJIANI DISTY 

Gajjiani Disty is one of the most important and major distributaries of Malik 
Branch in Malik Sub Division. It irrigates very fertile and lush green agricultural belt of 
land in Bahawalnagar and Chishtian tehsils. Number of well organized farms are being 
fed by this system and this Disty is playing a vital role in the agricultural sector of 
Bahawalnagar District. As a whole, the system has excellent command. The channel's 
overall condition and performance is good. Banks are in better condition with 
sufficient berm and free board. Hydraulically speaking, one can say that Gajjiani Disty 
is very sound and has a good security margin for operation and good potential for 
storage capacity in tempering the fluctuation inside the system. 

Permanent Features 

Gajjiani Disty offtakes from RD 38900 (right side) of Malik Branch. It is the 
major perennial distributary in Malik Sub Division designed with authorized 
discharge of 319 cusecs and total length of almost 27.99 canal miles. Water 
is distributed to secondary channels (minors) through 6 offtakes and 102 of 
direct outlets. It was designed with 45.2 ft W.S.W. in head reach with variation 
in bed slope from 1/5000 to 1/3046 ft. Design velocity was proposed as 1.74 
ft/sec. with 4.4 ft F.S.D. It passes through a tract of land which is highly water 
logged and without proper drainage system. Total GCA/CCA, three year 
irrigation figures and detail of major crops are provided in Annexure-F. Water 
levels along the channel for improvement in command and efficiency are 
maintained through control points at Rd's 53200, 77250, 84000, 98750, 
106200, 108980, 110900 and 138400 with excellent working head except 
falls Rd 77250 and 84000. For hydraulic data see Annexure-G. These two falls 
are non modular due to certain reasons. Head regulator is a gated mechanical 
structure with modular working. Discharge table is available but required 
rechecking. 

13 




Operational Issues 

Gajjiani Disty has good a working head while offtaking from the parent 
channel·. It can be fed with very low supplies in Malik Branch. Most of the 
channel reach is in high filling. It has excellent inner and outer prism. Under 
rehabilitation project, work for strengthening of banks with necessary provision 
of protection works, berm formation and brick lining in tail reach RD 114­
139905 was done in the 1993-1994 financial year. Most of the outlets are 
APM and OFRB. This channel is required to run more than authorized due to 
certain reasons. One of the major reasons is the excessive withdrawal of 
offtaking channels and the discharge variation, which can be seen in Graph-X. 
Out of six offtaking channels, five are without regulation gates. The regulation 
is done by wooden Karries due to which it is very difficult to control the excess 
supplies especially in this political era. That is why, for the feeding of whole 
system as per A.F.S, in Kharif season, channel is required to feed more than 
authorized by about 15%. Additional supplies are also supplied to the irrigators 
for reclamation purposes. For detail of existing and last year supply see 
Annexure-F. This valuable supply can be saved by providing regulation gates 
at all offtaking channels. Chak Abdullah Minor is already provided with a 
regulation gate. 

The official rotational schedule is followed strictly as approved by the 
competent authority. The discharge at the head is most of the time higher than 
design discharge, leading to scouring of bed and erosion of sides in first two 
head reaches, giving less security margin for operation in these eroded sites, 
making loss in capacity and for potential storage of channel. Overall channel 
reach is in good shape. Moreover, offtaking channels are not taken into account 
in the rotation, which is a reason why the first few offtaking channels have a 
better performance than the offtaking channels in the tail reach. The targets or 
objectives of water distribution for these offtaking channels are not fixed and 
clear, leading to problems in the implementation of orders in the field for 
equitable and fair distribution among the offtakings as per share. This is further 
aggravated due to non optimization of data collection and analysis activities and 
non performance of evaluation process. A lot of responsibility for feeding the 
offtakings is left to gauge readers, who are not capable of making fair decisions 
for equitable distribution. No doubt, in routine management, they perform a 
good local control. But this local control cannot tackle the fluctuations that 
enter the system. Rather they are amplified by operations inside the sub­
division, where a lot of variable discharges were received at different tails. Due 
to this lack of control inside the system, the canal is almost never in steady 
state and gates at the head are operated at different intervals. Most of the 
channel has an excellent command, but some lift outlets also exist. Channel 
reach RD 8 to 11, 23 to 25 , 27 to 33, 66 to 73 and 82 to 84 is in cutting. 
Heading up of channel in low supply days with regulation karries have been 

14 




approved at RD 23000 for feeding some upstream lift outlets. The channel has 
siltation problems in various reaches. Especially reach RD 77-84 experiences 
a lot of silt deposits. There is a canal rest house (Gajjiani) situated at RD 93-94 
(rifht side), which is in a good working condition. A telegraphic system is also 
available at Gajjiani, but nowadays it is not working. Data of the system in 
Gajjiani section are conveyed nowadays through Chak Abdullah, a telegraphic 
station on the Fordwah system. As explained above reach RD 98-139905 has 
excellent topography with lined portion in tail reach, but unfortunately I due to 
some constructional defects, lined reach is facing the following problems: 

a) Silt deposits 

b) Overtopping 

c) Weed growth 


However overall efficiency of the tail is good. There is no chronic tail 
shortage. After lining the tail reach, the tail outlets are successfully meeting the 
water requirements of Chishtian city. This channel has not much tendency of 
mishaps/breaches due to its strong outer prism. Although in rainy season, there 
is a tendency of closing the outlets, however due to lined tail portion, less 
number of mishaps can be observed as compared to channels having earthen 
section. The head reach of the channel impacts more on waterlogging as 
compared to the tail reach and soil has poor drainage properties. 

As the channel runs as per approved rotational program which means low 
discharges, in 2nd and 3rd preference, excessive berm growth can be observed 
in reach RD 53200 to 114000. Hydraulic structures need repair. Discharge 
tables at various offtaking points need rechecking. Details of layout, 
communication link and administrative control has been provided in Annexure­
B, D & E. 

2.6 DHABAN MINOR 

Dhaban Minor is the first offtake of Gajjiani Disty with intensively water logged 
and salinity effected area in command. Lush green orchids and valuable fertile patches 
of land has suffered from water excess and people have no way for their survival. 
They are helpless and looking with some good expectations towards I&PD for their 
remedies. 

Permanent Features 

Dhaban minor offtakes from Gajjiani Disty at RD 17000/R with authorized 
discharge of 17 cusecs and a tail RD of 25470. The head regulator has not 
been provided with gate and gearing. The discharge table is missing. For detail 

15 




of total GCA/CCA, three year irrigation intensities. Major crops and outlets, see 
Annexure-F. There are 15 outlets. Four are lift outlets (pipes) whereas others 
are designed as OFRB. Hydraulic data at the head and tail is collected under 
supervision of SBE. Kot Sher Muhammad and conveyed to Bahawalnagar daily. 
The channel was designed with 10ft W .S.W. and 1.5 ft F.S.D. in head reach. 
Bed slope was to vary from 1/2857 to 1/2500. Water levels are maintained 
through two control points at Rd 8100 & 9100 which work modular. For 
information see Annexure-G. 

Operational Issues 

Perennially designed Dhaban minor has a sufficient working head while 
offtaking from parent channel and runs through a tract of land which is highly 
water logged, especially the tail reach. No tail shortage is observed. Some lift 
outlets are also provided on this channel. There is heavy Jungle/Sarkanda 
growth along the banks. This channel draw excessive supply even in the days 
of slake demand, when the water logged tail reach requires less or some time 
almost nil supply. This channel has to run full due to feeding of high level area 
and outlets in upper reach, so there is a wastage of valuable supply. For 
existing and last year supply conditions see Annexure-F. Channel has different 
topography in total run. Rd 0 to 7COO is balance, RD 7000 to 9100 is in 
cutting and RD 9100 to tail is in filling. Additional supply is also given for 
reclamation purposes. In rainy season, excess supply at tails is the major issue 
to be adhered. Silt deposits and heavy berm growth is also observed. As the 
head structure is without gate, regulation is done by wooden karries, and most 
of the time the discharge is higher than the design, leading to waterlogging 
itself and reduction in supply for the parent system in lower reaches. Banks are 
weak, giving lesser security margin for operation. Data collection and an'alysis 
activities are also not optimized. For information of layout, communication link 
and administrative control see Annexure-B, D & E. 

2.7 THAKT MAHAL MINOR 

Thakt Mahal Minor is the 2nd major offtake of Gajjiani Disty. It irrigates a vast 
strip of land bounded by Fordwah Branch in the north, Gajjiani Disty and Chak 
Abdullah Minor in the south. Most of the commanded area is water logged and salinity 
effected. However some lush green orchids and very fertile land patches are included 
in the command. 

Permanent Features 

Thakt Mahal Minor was designed perennially for the distribution of 37 
cusecs of discharge through 23 outlets designed as OFRB in total length of 8.2 

16 




canal miles. Detail of total GCA/CCA, number of outlets, major crops and last 
three year irrigation figures are provided in Annexure-F. The head regulator is 
without gate, but works modular. The discharge table is also missing. Falls at 
Rd 7000, 13000, 13860, 18500 and 22500 have excellent working head 
contributing a lot to maintain water levels in the total run and to improve 
command. For hydraulic data see Annexure-G. The data collection is supervised 
by SBE, Kot Sher Muhammad and conveyed to Bahawalnagar daily. For existing 
and last year supply conditions see Annexure-F. The channel was designed with 
13 ft W.S.W. and 2 ft F.S.D. in head reach. Bed slopes were proposed to vary 
from 0.225 to 0.34 per 1000 ft. with variation in water levels from 524.18 to 
499.00. 

Operational Issues 

Due to modularity and good availability of head excessive withdrawl is the 
major operational issue. There is no control over regulation due to non 
availability of regulation gates. Sometimes people/irrigators in the upper reach 
of the channel remove the regulation karries which are adjusted to control 
excess entry, to irrigate their fields without any departmental permission/ 
supervision due to which mishap/overtopping can be observed in some reaches. 
In rainy season, the tail reach is affected by excess supply pressure and 
channel regime disturbed. The bank position is good, but strengthening is 
needed in some reaches with necessary treatment to pucca and inner section. 

Topography is very interesting. Reach Rd 0 to 6500 is in cutting, Rd 6500 
to 13000 is balanced and Rd 13000 to tail is in high filling with adjoining area 
water logged. Soil is of good nature in head reach and poor in tail reach with 
low properties of drainage. In rainy season, outlet closing tendency is observed. 
Silt deposits and growth of weeds can be noticed in low supply periods. 
Periodically re-sectioning is needed to feed tails. A number of outlets require 
readjustment. For more information of layout, communication link and 
ad ministrative control see Annexure-B, D & E. 

2.8 CHACK ABDULLAH MINOR 

Chak Abdullah Minor is the major offtake of Gajjiani Disty with almost 13 miles 
length and difficult topography. Tail shortage and waterlogging are the basic 
problems. 

Operational Issues-

Chack Abdullah Minor offtakes from Gajjiani Disty at RD 53200/R with 
authorized discharge of 56 cusecs and tail RD 65000.For detail of total 

17 




GCA/CCA, Irrigation figures and Major crops and outlets see Annexure-F. There 
are 28 direct outlets, out of which 4 are lift. Channel head is provided with 
regulation gate with discharge table which requires rechecking. Hydraulic data 
is collected under supervision of SBE, Gajjiani and conveyed to Bahawalnagar 
daily. There are falls at Rd 19390,22000,24000,25650 & 25850 with 
excellent head which have significant effect on command and maintain the 
water level in the total run. For detailed information of hydraulic data see 
Annexure-G. Channel was designed with 19.60 ft W.S.W. and 2.10 ft F.S.D. 
in head reach. Bed slopes were proposed to vary from 1/4444 to 1/3500. 

Operational Issues 

Tail shortage and water logging are the burning issues of this channel. Tail 
shortage is experienced due to certain reasons, especially the channel 
topography which is very interesting. Reach RD 0-4 is partly in filling and partly 
in cutting. Reach RD 4-21 is in cutting. This part of channel passes through 
high level sandy dunes. In summer season, when heavy wind storm carrying 
dust flows, this reach is abnormally chocked and silted up due to which 
channel regime is disturbed and capacity reduced with less security margin for 
operation and use of potential storage. The working head at offtaking point also 
suffers and flow varies from free orifice to submerged orifice which ultimately 
effects the with drawl from parent. The flow in the channel is most of the time 
on the margin and tail suffers with decrease in agricultural production. Although 
the channel has a gated structure with sufficient head, the silting up of the 
head reach and the fact that one offtaking channel at RD 8500 i.e. Madrissa 
sub minor has a good modularity than parent channel, fair distribution is not 
achieved and any fluctuation passed into the lower portion is difficult to 
temper. Some reclamation supplies are released to irrigators in Kharif, which 
has an additional impact on channel efficiency. 

In 1994-95 closure, no re-sectioning work was carried out in the head 
reach, which is why in the present flow season, Department has to face a 
difficult situation. By deputing regular establishment of Gajjiani and Kot Sher 
Muhammad sections to reach RD 9-21, the problem was treated upto some 
extent and supply at tail made up. In low supply days, berm formation/growth 
of jungle and weeds in tail reach are observed. Lengthy reach also has an effect 
on the tail. To overcome tail shortage and to save the department some 
hardship, a PC-1 (Planning Commission proform No.1) for brick lining of tail 
reach RD 49950 to 65000 (tail) has been prepared and submitted. Reach RD 
22-65, which is in high filling is weak without berm and free board, giving a 
high risk in full demand and in rainy season, when upper reach irrigator's close 
their outlets, and heavy excess accumulate in tail reach. A number of 
overtopping cases has been observed. For existing and last year supply 

18 




conditions see Annex "F". Layout, communication link and administrative 
control has been provided in Annexure-B, D & E. 

2.9 MADRISSA SUB MINOR 

Madrissa Sub Minor is an important offtake of Chak Abdullah Minor with 
excellent command. Adjoining area in tail reach is water logged without proper 
drainage system. 

Permanent Features 

Madrissa sub minor offtakes from RD 8500 of Chak Abdullah minor with an 
authorized discharge of 17 cusecs and a tail RD of 17590. There are 10 OFRB 
outlets on this channel. For detail of total GCA/CCA, Irrigation figures, major 
crops, outlets & existing/last year discharge conditions see Annexure-F. The 
head is not provided with a regulation gate and this discharge table is also 
missing. Data is collected under supervision of SBE, Gajjiani and conveyed to 
Bahawalnagar daily. There are falls at RD 2550, 2920, 7610 & 10500 for 
maintenance of water levels and improvements in command. For hydraulic data 
see Annexure-G. Tail reach is brick lined and there is no tail shortage. 

Operational Issues 

While offtaking from the parent channel, a sufficient working head is 
available for modular working. As the supply is controlled by regulation karries, 
this channel runs more than authorized which has adverse effect on tails of 
Chak Abdullah Minor (the paren channel). Reach Rd 0 to 3000 is in cutting and 
the soil is sandy. In summer season, when heavy wind storms carrying dust 
blow, this reach suffers badly and channel capacity decreases. Reach Rd 3000 
to 7500 is in balanced condition with fertile soil and some weak sites due to 
trespassing and cattle ghats of nearby situated local abaddies. Reach Rd 7500 
to tail is in filling with good bank position but having water logging and salinity 
problem. In rainy season, tail irrigators face excess supply problems due to 
closing of outlets in upper reach. For existing and last year supply conditions 
see Annexure-F. and for layout, communication net work and administrative 
control see Annexure-B, D & E. 

2.10 KOKNI MINOR 

Kokni minor is a small but an important offtaking channel of Gajjiani Disty 
meeting with agricultural as well as domestic needs of the area under command. The 
channel command is good with some organized farming. 

19 



Permanent Features 

Kokni minor offtakes from RD 77250/R of Gajjiani Disty. Its total GCA/CCA, 
three year irrigation figures, outlets, and major crops are given in Annexure-F. 
Its authorized discharge is 13 cusecs with tail RD 12750 and W.S.W. 8.5 ft. 
There are 7 outlets (OFRB). Bed slope was proposed to vary from 1/2857 to 
1/2500 with design velocity at 1.25 ft/sec. The channel has sufficient working 
head while offtaking from the parent channel. The head regulator is without 
gate and the discharge table is also missing. Hydraulic data of the head and tail 
is collected and conveyed to Bahawalnagar daily. There are falls at RD 
4938,6400,6800 and 7300 with sufficient working head which provide 
excellent command to the area and maintain the water levels in total run. 
Working of these control points is modular. For hydraulic data of falls see 
Annexure-G. Layout of channel, communication network and administrative 
control has been provided in Annexure-B, D & E. 

Operational Issues 

As explained above, channel head structure is with out gate and modularity 
is good as compared to parent channel. The supply is adjusted by regulation 
karries, so excess authorized is the major issue which has adverse affect on tail 
of Gajjiani system as well as waterlogging after tail reach of the channel. 
Unfortunately, there is no proper drainage system, so very fertile and valuable 
agricultural land is being wasted every year. Channel topography is balance, but 
the head reach is in cutting. As no restoration work has been carried out on this 
channel since long, banks, berms and service road have deteriorated 
abnormally, leading to reduction in capacity. Silt deposits and weed growth are 
observed in the tail reach. In rainy season, irrigator's has to face excess supply. 
For existing/last year supply conditions see Annexure-F. 

2.11 CHATALA MINOR 

Fortunately, Chatala minor has an excellent working head as compared to the 
parent channel. Due to this fact the command is good and channel efficiency is 
remarkable. It irrigates very fertile and lush green tracts of land with few large farms. 

Permanent Features 

Chatala minor offtakes from RD 77250/L of Gajjiani Disty with authorized 
discharge of 11.5 cusecs and a tail at RD 10250. There are 7 OFRB outlets. 
Details of total GCA/CCA, Major crops and three year irrigation figures are 
provided in Annexure-F. The head structure is without gate and the discharge 
table is missing. However, the head works modular. There is no fall available 
in the total run of channel to maintain the water levels, which is why tails are 

20 




in submerged conditions. Channel was designed with 6.6 ft W.S.W. and 1.6 
ft F.S.D. with variation in slope 0.30 per 1000 ft. For layout of channel, 
communication network and administrative control see Annexure-B, D & E. 

Operational Issues 

Excessive withdrawl is the major issue due to unavailability of regulation 
gates which has dual affect i.e. 1) shortage at tail Gajjiani 2) water logging of 
area under command. Channel reach RD 0--5 is in balance topography and 
other reach is in filling. Heavy growth of Jungle/Sarkanda observed on right 
bank. The tail reach command area is water logged. There is no proper drainage 
system in this area. Tail irrigators face excess supply in rainy season. This 
channel often runs with a higher discharge than authorized. Data is collected 
under the supervision of SBE, GJN and conveyed to BWN daily through CAL 
tele-station. Tails are often in submerged condition. For detailed information of 
existing and last year supply see Annexure-F. There is no tail shortage 
experienced by the Department. In low supplies, this channel regime is 
disturbed due to excessive weed growth and increased silting tendency with 
decrease in channel capacity having adverse effects on tail in Kharif. Service 
road along left bank is lower than natural surface level, in rainy season 
inspection of channel becomes almost impossible and efficient control over 
channel con not be ensured. 

2.12 CHISHTIAN MINOR 

Chishtian minor is the last offtake of Gajjiani Disty. It covers a very fertile and 
lush green strip of Chishtian Tehsil. Holdings are small, however some well and 
scientifically organized forming also exists. 

Permanent Features 

Chishtian minor offtakes from RD 98750/L of Gajjiani Disty with authorized 
discharge of 23 cusecs and tail RD of 33500. There is no gated structure 
provided at the head. The discharge table is missing. Total GCA/CCA, three 
year irrigation figures and major crops are given in Annexure-F. There are 14 
OFRB outlets. Bed slope varies from 1/4444 to 1/4000 with designed velocity 
at 1.2 ft/sec. Data is collected under supervision of SBE, GJN. For existing and 
last year supply conditions see Annexure-F. There are falls at RD.5300, 17500, 
27900 and 30100 with excellent working head for maintaining water levels and 
improving command. For detail hydraulic data see Annexure-G. Layout of the 
channel, communication network and administrative controls information has 
been provided in Annexure-B, D & E. 

21 



Operational Issues 

As explained above, channel has no gated structure but due to availability 
of excellent working head, it works free modular and even in low supplies it 
take its due share of supply from parent channel. But due to least control over 
tempering of fluctuation in parent channel, the discharge at head is most of the 
time lower than the design discharge, leading to siltation in the upstream 
reaches. This has resulted in a loss of the capacity of channel giving a smaller 
security margin for operation and very variable discharges are received at tails 
with almost non steady state of flow in channel. Initially, this channel had tail 
approximately at RD 38000, then tail curtailment was done and tail proposed 
at RD 33500. Tail irrigators again applied for shifting of their land on Fateh 
Disty (Tail offtake of Malik Branch runs parallel to Chishtian minor in this reach) 
and tail curtailment at RD 30100 was approved vide worthy SE, Bahawalnagar 
number 1832 dt 23/2/1995. As per decision, the sanctioned discharge at head 
is now 17 cusecs and at tail is 0.46 cusecs. This decision will be implemented 
in near future after observing formalities. 

The channel topography is excellent. Reach RD 0 to 16500 and 18000 to 
25600 is balance in cutting and filling, where as remaining part of the channel 
is in high cutting. Channel has silting problems in reach RD 0 to 17500 where 
the tail reach is abnormally effected by weeds growth. Low supplies in 2nd and 
3rd preference further adds toward chacing up the channel, thus reducing 
authorized carrying capacity. Banks are quite strong with necessary free board 
and berm. There is less effect of water logging on the channel command as 
compared to other Gajjiani system command. In rainy season, heavy excess due 
to closing of outlets in upper portion of Gajjiani system is experienced by the 
channel which some time causes over topping and breaching, but this occurs 
rarely. The rainfall also disturbs the regime in the cutting portion of the channel 
due to entering of muddy run off from high level surroundings. Erosion of banks 
is observed. However over all channel condition is satisfactory. For more 
information regarding existing and last year supply conditions see Annexure-F. 

2.13 SIRAJWAH DISTY 

Sirajwah Disty is an important offtake at the tail of Eastern Sadiqia Canal. It 
replaces an old inundation (Malikwah) canal. It plays a vital role in agricultural sector 
of the area. The channel has an excellent prism. It provides facilities, for irrigation, 
drinking and other domestic needs of the area. Overall channel command is affected 
by water logging and salinity. Holdings of the people are small, but some well 
organized farms are contributing a lot in increasing the agricultural, social and 
economic values of the people. 

22 



Permanent Features 

Sirajwah Disty is designed perennially for 197 cusecs from the tail of 
Eastern Sadiqia canal RD 245000 as a component of the Sutlej Valley Project. 
At the head a gated structure is available. Flow conditions are submerged 
orifice. A discharge table is available but requires rechecking. At the tail it 
bifurcates into two minors namely Bahadurwah and Najibwah. Detail of total 
GCA/CCA, last three year irrigation figures are given in Annexure-F. Water is 
distributed through 36 direct outlets, most of which are OCAPM, OCOFRB, 
APM and OFRB. There are only two control points available in the total run, i.e. 
at Rd 21800 and 58825 with design working head 0.46 ft and 0.44 ft 
respectively to control the water levels and ultimately to improve command. For 
detail see Annexure-G. The channel has a total length of 13.54 canal miles with 
36 ft water surface width at head and 25.2 ft at tail. Designed velocity varies 
from 1.48 ft/sec to 1.51 ft/sec. Bed slope provided 1110000 to 1/8000 per 
1000 ft. Full supply level was proposed 538.50 at head and 530.20 at tail 
which has now been abnormally disturbed. 

Operational Issues 

Sirajwah Disty's flow is submerged orifice while offtaking from parent 
channel. The discharge at head is most of the time higher than design 
discharge, leading to abnormal distribution in inner prism with high siltation in 
head reach. Channel capacity is reduced up to dangerous limits. Feeding of the 
system under such circumstances is a major operational issue and department 
has to face hard time especially in Kharif season when demands are in full 
swing and additional reclamation supplies are also required. This channel runs 
parallel on right side of Hakra Branch. There is no proper drainage system in 
this area. Released reclamation supplies distributed among the irrigators in 
Kharif season to reclaim the affected soil is not of such quantity as actually 
required. High seepage rate from Hakra Branch and rain fall in monsoon further 
adds to water logging. Poor drainage is the basic problem of this area. 

Present alignment of the canal is the same as the alignment of old 
inundation canal which was the only source of irrigation in this area in 1860's. 
This fact is very clearly observed from the existing conditions. But, un­
fortunately, no strengthening work has been carried out since long due to 
which existing position is not very appreciable and this has resulted in a loss 
of the capacity, giving a smaller security margin for operation. 

As discussed above, there are only two hydraulic control points available 
on this channel to maintain water levels at RD's 21800 and 58825 with 0.46 
ft and 0.44 ft design working head. This head suffered due to silting tendency 
and ultimately 1.55 ft rise in water level was observed in a survey conducted 
under personal supervision of undersigned in 1994. Due to this rise in water 

23 




level the falls are found to be almost non-modular and storage potential is not 
in use in present situation. Available free board is also little and not enough to 
pass authorized supply safely and number of overtopping/mishap cases have 
to be faced by the department. Heavy growth of jungle and sarkanda on 10 to 
15 ft wide berm also provides hiding places for breeding animals which causes 
mishaps. Following are the maior issues to be dealt with. 

a) 	 Desilting of channel to improve capacity and making falls modular. 

b) 	 Removal and uprooting Sarkanda and Jungle. 

c) 	 Strengthening weak sides of channel with necessary repair to pucca 
structures. 

d) 	 Berm cutting. 

There are local villages situated along the channel in reach at RD 12-14 
(right side), 46-48 (left and right side) and RD 59-60 (left side). These villages 
are in a low depression and the drainage system is poor with brackish ground 
water. Due to heavy trespassing and cattle ghats, the berm is under pressure 
and a permanent risk for mishaps exists. Most of the channel command is 
waterlogged, since whenever rainfall occurrs, irrigators close their outlets and 
heavy excess accumulates in lower reaches and the channel becomes under 
pressure. 

The official rotational schedule is strictly followed as approved by 
competent authority. However, the targets or objectives of water distribution 
are not clear, leading to problems in the implementation of orders in the field. 
Data at the head is collected by SDO Jalwala at regular intervals of 3 hours 
and conveyed to Bahawalnagar twice a day. Data at the tail of Sirajwah and 
head of Najibwah and Bahadurwah is collected and conveyed to Bahawalnagar 
daily. For more details regarding existing and last year supplies see Annexure-F. 
The process of data collection and analysis is not optimized, and the evaluation 
process is almost not performed at all. A lot of responsibility is left to the gauge 
readers, especially in case of emergencies. In routine management, they 
perform a good local control. But this control cannot tackle the fluctuation that 
enter the system. This results a highly variable discharge at tail. Administrative 
control of Sirajwah system, Communication link and Layout of canals has 
been provided at Annexure-C, 0 & E. 

2.14 BAHADURWAH DISTY 

Bahadurwah is the major offtake of Sirajwah Disty. It has different nature of 
command. Water logging, salinity and variable discharge at tails are the basic 

24 




problems. Overall channel efficiency is not very appreciable. Holdings are small. 
However, some lush green orchids and well organized farms are included in the 
command. 

Permanent Features 

Bahadurwah minor is a perennial offtake at the tail of Sirajwah. It was 
designed for distribution of 82 cusecs of discharge through 50 direct OFRB 
outlets and one small sub-minor i.e. 1 IR Bahadurwah. Its total GCA/CCA, detail 
of last three year irrigation figures and major crops are given in Annexure-F. 
There is no regulation gate provided at the head. A discharge table is also 
missing. Most of the outlets are OFRB, however, some APM outlets also exist. 
It was designed with 22 ft water surface width, 3 ft full supply depth in head 
reach and 4.7 ft water surface width, 1.2 ft full supply depth in tail reach. 
Designed velocity proposed was 1.38 ft/sec to 0.80 ft/sec, while bed slope 
varies from 1/7500 to 1/5000 ft. Critical velocity ratio is kept at 0.82 with 
three control points to maintain water levels in the canal. From hydraulic data 
Annexure-G it reveals that only 0.4 design working head available at offtaking 
point. Control points at RD 18700, 23000 & 37300 are contributing lot in 
improving the efficiency of command in a total length of 12.03 canal miles. 
Hydraulic data at head and tail is collected and conveyed to Bahawalnagar daily 
under supervision of SBE, Sirajwah. 

Operational Issues 

Flow conditions are open channel due to non-modular working of the head 
structure and discharge is most of the time is lower than design, leading to 
siltation in the upstream reaches and highly variable discharge conditions at 
tails. This variability is further aggravated due to a topography which further 
creates hindrances. Reach Rd 2000 to 4900, 8500 to 25000 and 33000 to 
37200 is in high cutting and passes through sandy dunes. In summer season, 
these reaches face problem of silting up, reducing the safe capacity, thus giving 
a smaller security margin for operation and becoming insufficient to pass the 
authorized supply. Channel reach RD 37200-55000 is in high filling and 
adjoining area is waterlogged. Banks are weak, without free board and berm. 
As explained in the case of Sirajwah Disty, whenever rainfall occurs, irrigators 
close their outlets and heavy excesses are received in the lower reaches with 
a lot of pressure on the channel section. So numerous mishaps, breaches, 
serious leakages cases are observed in the lower portion of the canal. This 
situation further adds to waterlogging of the area which is already abnormally 
affected and without proper drainage system. People of this area face a lot of 
problems for their survival and valuable agricultural land is also being wasted 
every year. However, some additional supplies are provided to irrigators for 
reclamation of their effected soil. Remedies for this aspect must be 
recommended. 

25 



When the system runs, in 2nd OR 3rd preference, excessive berm formation 
and siltation can be observed in various reaches. In reach RD 3-4 (left sife), 9­
11 (left and right side), there are local abaddies settled along the channel. Tress 
passing and heavy cattle ghats also adds to widen the channel, so that 
ultimately low velocities create problems. In the tail reach unloading is the 
major issue. The working of tail outlets is modular. However, supplies at tails 
are not distributed as per targets and tempering of this is very difficult. The 
rotational schedule is followed but the sub-minor has no control, which is a 
reason why it has a better performance than parent canal. The sub-minor which 
offtakes from RD 18100 with an authorized discharge of 3.51 cs and a tail at 
RD 5010 also passes through high level sandy dunes and faces a number of 
problems. Unloading, silt clearance and stable section are the major issues. 
Total GCA/CCA is 935/911 acres irrigated with 2 outlets which work modular. 
For existing and last year supply conditions see Annexure-F. Layout, 
Communication set up and Administrative control has been provided at 
Annexure-B, D & E. 

2.15 NAJIBWAH MINOR 

Najibwah Minor is an important offtake of Sirajwah Disty. It irrigates a very 
fertile strip of land in Bahawalnagar tehsil as well as meeting with the drinking antd 
other domestic requirements of Donga Bonga town. It is playing an important role in 
increasing the agricultural production of the area. Holdings are small, but some big and 
well organized farms are also included in the command. 

Permanent Features 

Najibwah minor offtakes from the tail of Sirajwah Disty at RD 61100/L with 
authorized discharge of 39 cusecs with its tail at RD 56315. The channel head 
works modular but without gate. The discharge table is missing. There are 23 
outlets, mostly designed as OFRB. For detail of total GCA/CCA, number of 
outlets, major crops and three year irrigation figures see Annexure-F. The 
channel was designed with 13 ft W.S.W. in head reach and 4 ft W.S.W. in tail 
reach with variation in bed slope 1/5000 to 1/3000. The designed velocity was 
kept 1.34 to 0.80 ft/sec. with 1.5 ft free board. The water level varies from 
528.30 to 512.80 in the total run, but hydraulically only one control point is 
available to maintain water levels. For detail of data see Annexure-G. Hydraulic 
data at head and tail is collected under supervision of SBE,. Sirajwah and 
conveyed to Bahawalnagar daily. 

26 




Operational Issues 

The channel has excellent working head while offtaking from the parent 
channel. It mostly runs in excess, leading to disturbance in inner prism. At head 
no regulation gate is provided, so the supply is adjusted by regulation karries 
and lot of difficulties are experienced in balance running of channel. The 
topography is balanced with surrounding area badly waterlogged without a 
proper drainage system. The soils have poor drainage properties. The channel's 
overall condition is very deteriorated. The banks are very weak without free 
board and berm, reducing the capacity, and the security margin. In the rainy 
season, the outlets tend to be closed, which exerts heavy pressure on lower 
reaches, and number of overtopping/mishapes have been observed. In Kharif 
season, when reclamation supplies are released to irrigators the pressure on the 
channel is further aggravated and the department has to face a difficult 
situation. The second reach is very weak, and potential storage is not used 
leading to a variable discharge at tails and targets or objectives of equitable and 
fair water distributions are not achieved. It is also impossible to temper any 
fluctuation that enters the system. The official rotational program is followed 
and this canal has a better performance than the other minor offtaking from the 
same point. Data collection and analysis process are not optimized, and the 
evaluation process is almost not performed at all, which is the reason for the 
difference in efficiency of canals offtaking from the same point. A lot of 
regulation responsibility is left for the gauge reader which is not fair. He is good 
in routine management, but in decisions making factors, it is not always 
appreciable. The operation inside the system has a big scope for improvement. 
By keeping the present security margin, many artificial fluctuations can be 
suppressed, stabilizing the discharge at tails. 

Donga Bonga Canal Rest House is situated at RD 18-19 (left side), The 
telegraphic station is also situated at Donga Bonga. Data of Sirajwah system 
are conveyed to Bahawalnagar through this telegraphic station. Details of 
communication link up, administrative control and layout of channel has been 
given in Annexure-B, D & E. 

27 




CHAPTER: 3 RESEARCH PROBLEMS & APPROACH 

3.1 PROBLEMS 

From precise study of canals in chapter 2, the difficulties/problems being faced 
by the Department can be categorized under four major heads. 

a) Information and Maintenance 

b) Information and Operation 

c) Sediment Transport 

d) Waterlogging and Salinity 


a) Information & Maintenance 

One of the major problem with PID incharge staff is to identify the actual 
and exact issues. Lack of modern and scientific Engineering implements, well 
polished and experienced staff are the major drawbacks to collect existing data 
and then to propose correct remedy. However, if correct information may be 
found out then availability of funds is a separate issue. This situation is very 
dangerous and alarming. Following are the major issues linked with 
maintenance: 

Weak and poor bank conditions 
Non availability of proper berm and free board 
Jungle/sarkanda growth 
Excessive berm formation 
Abnormal erosion and scour 
Trespassing and cattle ghats 
Desilting 
Adjustment of outlets 
Repairing of head regulators and damaged pucca structures 
Replacement of bridges slabs 
Fighting against overflow, mishaps, breaches and cuts 
Fighting against heavy wind storms carrying dust and sand 
Fighting against heavy seepage rate 
Constructional defects in lined reach of Gajjiani Disty 
Reaches where local abaddies are situated alo'ng the channels 

b) Information and Operation 

This is the major burning issue of the time and the PID is facing hard time 
in the shape of tail shortage. Any research in this field will definitely help the 
Department to overcome this issue. Malik Sub-Division is also facing tail 

28 



shortage and non equitable distribution of supply on some selective channels 
due to the following reasons: 

Poor communication system 
Non gated offtakes 
Fluctuation in the system 
Non availability of discharge tables 
Non availability of upstream and downstream gauges 
Escape channel to take care of excess supply in emergency and rainy days 
Distribution of supply when one reach has slack and other keen demand 
Feeding of high level channels and lift outlets 
Distribution of reclamation supplies 
Change of indent place from Rd 38900 to 95900 Malik Branch for 
Dahranwala Sub-Division 
Excessive withdrawal of offtaking channels 

c) Sediment Transport 

Sediment Transport is an important and major issue which requires special 
attention and care as the channel's valuable and efficient life depends mostly 
on its behavior. This is a major subject and a separate detailed report is needed 
for understanding the complete phenomenon. However, some channels are 
facing problems due to the following reasons: 

Excessive and abnormal silt entry 
Non achievement of critical velocities in low supplies 
Non drawing of fair share of silt of offtaking channels and direct outlets 
Channels that are passing through sandy tracks and are in cutting 
Channels having abnormal widened section 
Channels with structure with submerged flow conditions 

d) Water Logging and Salinity 

Water logging and salinity is the major issue for the Pakistan's agricultural 
land. Very fertile and lush green tracts of land are being wasted every year. 
This factor is contributing a lot to decrease the social and economic values of 
the population of Pakistan directly linked with agriculture. This is also one of the 
major issue being faced by PID in this sub-division. Overall channels command 
are water logged. Main factors are: 

Soil with poor drainage properties 

Non existence of proper drainage system 

Poor and improper working of existing drainage system 

Heavy seepage rates from canals 


29 



Over irrigation 

Heavy rain falls and improper handling of run off 

Heavy floods 


3.2 APPROACH 

For all these problems and issues discussed above a precise study is needed to 
be carried out topic wise. Different approaches and methodologies are required to be 
developed on modern and scientific lines, so that the existing positions of channels 
and available supplies can be improved. This will not only help the PID for better and 
equitable distribution among the irrigators but it will also help to increase agriculture, 
social and economic values of the GOD gifted country which is the need of time now 
in this era of "Population Explosion". In a first step gauges have been replaced by 
Department and efforts are made to update ratings tables. By implementing an 
information system (IMIS - Irrigation Management Information System) through which 
daily information of discharges is secured and all structure characteristics (dimensions, 
crest level, rating~ are incorporated, the Irrigation Engineers will be provided with a 
better information handle. Also a further fine polishing of the skills of technical staff 
will be undertaken. Then more precise studies will be formulated to find a solution for 
the problems listed in the previous section. For more details of the approach being 
followed, consult the Workplan 1996. 

30 




REFERENCES 

1. 	 Dr .Iqbal AIi,1975, "Irrigation Engineering", University of Engineering and 
Technology, Lahore, Pakistan 

2. 	 "Sutlej Valley Project 1935" Report of a Committee of the Central Board of 
Irrigation on Distributions of the Waters of the Indus and its Tributaries. Final 
Report Volume 1 1st to 8th March, 1935, 17th to 20th June 1935 

3. 	 IIMI Lahore, Pakistan, August 1995, "Technical Report" Training Course on 
Field Calibration of Irrigation Structures Fordwah Canal. 

4. 	 Kuper M.,J.W Kijne, 1992, "Irrigation management in the Fordwah Branch 
Command Area South East Punjab, Pakistan", IIMI , Colombo, Sri Lanka. 

5. 	 Muhammad Shabbir Halder July 1995, "Outlets detail, Irrigation figures, Main 
Crops, Design/Existing discharge Conditions, Communication Link, Layout of 
Channels, Administrative Control, Hydraulic Data of all Falls and head regulators 
of Main Branch, Major and Minor Disties, Minors and Sub Minors,Detail of 
GCA/CCA, Discharge Variation Tables/Plates" prepared from available record 
of Malik Sub division, Sadiqia Division, Head Signaller offices record. I&PD 
Lahore, Punjab, Pakistan, 

6. 	 Nicolas Riviere,Dec. 1993 "Introduction of a Management Information System 
at the Main Canal Level" a study in the Chishtian Sub-Division, 
Fordwah/Eastern Sadiqia Area, Punjab, Pakistan. 

7. 	 Pir Muhammad Ibrahim 1948, "Water Rights of West Pakistan on the common 
Rivers of Ravi, Beas and Sutlej" 2nd Edition (Violated by Dominion of India). 

8. 	 Sardar A.D.Nasir,1988, "Canal and Drainage Act". 

9. 	 Siddiqi M. H., 1994, "Pakistan Irrigation System", ITIS proceedings, IIMI - PID 
Pakistan. 

10. 	 Xavier Litrico Sep, 1995, It Alternative Scenarios for Improved Operations at the 
Main Canal Level" a study of Fordwah Branch, Chishtian SUb-division using a 
mathematical flow simulation model. 

31 




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Annex-B 

ADMINISTRATIVE CONTROL OF SADIQIA DIVISION 

Technical field staff # Revenue staff 

Administrative staff 

LEGEND: 

SD01 = Sub Divisional Canal Officer Jalwala (HO:Bahawalnagar) 
SD02 = Sub Divisional Canal Officer Malik (HO:Bahawalnagar) 
SD03 = Sub Divisional Canal Officer Dahranwala(HO:Dahranwala) 
SD04 = Sub Divisional Drainage officer (HO:Bahawalnagar) 
# Revenue staff = Deputy Collactor (HO: Bahawalnagar) 

33 



Annxe-C 

ADMINISTRATIVE SET UP OF THE MALIK SUB DIVISION 

Administrative Revenue Staff 
Staff 

I SGN I I 

I GRD 

I SSE 1 

I SLD 

SDC I 

I 

I SSE 2 I 

I SDR J 

l ASDR j 

I SSE 3 

I ZDR I 

Ave 

J 

PTW 

LEGEND: 


MATE j SLDI l J 


SGN = Signallar 
SBE1 = Sub Engineer Kot Sher 
SOC = Sub Divisional Clerk 
SBE2 = Sub Engineer Gujjiani 
SDR = Sub Divisional Reader 
SBE3 = Sub Engineer Dunga Bunga 
GRD = Gauge Reader 
AVC = Assistant Vernarcular Clerk 
ZDR = Zilladar 
PTW = Patwari 
BLD = Bealdar 
ASDR = Assistant Sub Divisional Reader 

34 



Annexure-D 

COMMUNICATION AND SECTIONAL DISTRIBUTION OF MALIK SUB DIV. 

Main Telegraph Office Jalwala 
Bahawalnagar HD Malik 

Kournwali 
Rest House 

Chak Abdullah 
Rest House Kat sher 

Rest House 

Gulab Ali 
Rest House 

Chishtian 
Rest House Channina 

Rest House 

D/Bonga 
Rest House 

Towards Zonal Office Gajjiani 
Bahawalpur Rest House 

35 




Annex-E 

LAY_OUT OF MALIK SUB DIVISION 

HAKRA BRANCH 

SAD1QIA CANAL rr= 
==============:::;:;J X x Sirajwah Disty 

Malik Branch 
Mahmooda Disty ----------il 

Bhukan Dis~ y x 'Xx RD21800 
Malik R D 22900 x x 

!i=""--X R D 38900 

Gujjani Disty J x x 

·x 	 x x RD 58825 
II 

Dhaban Minor-------II 

x x ~ 
Takht Mahal M i nor:~--~I ITail Sirajwah 

R D 67700 

Mudrassa S/Minor 
Chak Abdullah Minor __.::Lx -x x x 

RD 53200 )( x x 1 R Bahadur wah -----l 

RD 18700 
Chatala Minor I> Najibwah

R D 77250 
x Mali k R D 86000XI'R D 84000 x )(

I Bahadurwah
RD 98750 xxx/\/\ 

RD 106200 	 xxxRD95900Xix 
RD 108980 x x x ail 	 116900 ) J: e
Malik (RD~ RD 110900 x 	~ x tsurad Disty 
RD138400 x xx Fateh Disty 

I 
IITa i I R D 139905 GJN 

Contd .... 

36 




Annex-E 

LEGEND: 

* = Cross Regulator 
* * * =Fall 
AA = Chistian Minor 
> =Kokni Minor 
G • ..IN =Gujjiani Disty 
Minor = 17,Takht Mahal Minor = 37 
Madrissa Sub Minor = 17, 
Chak Abdullah 
Minor = 55.5,Chatala Minor = 11.5 
Chishtian Minor = 23,Kokni Minor =13 

DESIGN DISCHARGE (CUSECS): 

Malik Branch =1538,Sirajwah = 197 
Mahmooda Disty =15.5,NajeebWah =39 
BahadurWah =82, 1 R BahadurWah =3.57 
Bhookan =13,Murad Disty =596,Fateh 
= 435,Gujjiani Disty = 319,Dhaban 

37 




5 

10 

15 

20 

25 

30 

Annex-F 

LIST OF ALL OUTLETS ALONG SIRAJWAH DISTY (MALIK SUB-DIVISION) 

IRRIGATION INTENSITY FOR YEARS 1991-93 


OIL No. Location GCA CCA 90--91 91--92 92--93 
1 400-L 212 149 55 69 63 
2 3200-R 576 462 517 557 549 
3 11040-L 830 700 468 314 474 
4 12880-R 495 390 458 519 482 

15050-R 443 403 571 I 540 561 
6 19030-L 634 589 169 134 102 
7 21600-R 348 344 635 707 591 
8 22700-R 351 324 511 513 476 
9 27450-R 391 350 424 369 404 

30150-R 869 746 961 753 812 
11 30165-R 229 214 395 360 324 
12 30500-R 490 396 442 425 390 
13 36000-L 281 281 131 101 163 
14 38575-R 868 660 926 746 881 

14A 38800-R 539 417 454 425 190 
40360-L 279 272 431 237 316 

16 41450-R 410 387 588 668 592 
17 41880-L 321 313 475 512 446 

17A 43247-R 309 306 468 307 465 
18 44900-L 464 404 481 523 407 

I 
19 48800-L 517 483 639 507 864 

52315-L 428 410 587 539 247 
21 52400-R 311 305 508 480 494 
22 53900-R 335 327 535 540 550 
23 55120-L 478 466 823 596 722 
24 55935-R . 540 537 255 403 471 

56265-R 769 609 333 466 515 
26 56280-R 639 538 755 727 704 

26A 56363-R 467 452 432 364 270 
27 56500-L 521 508 734 690 812 
28 60550-L 475 468 727 742 ' 651 
29 63020-R 632 572 934 820 831 

63225-L 448 434 629 584 558 
31 65740-R 347 344 353 420 423 
32 65840-L 439 414 487 536 463 
33 67300-R 1081 713 859 824 1181 

i 

i, 

38 




Annex-F (continued) 

LIST OF ALL OUTLETS ALONG MEHMOODA MINOR (MALIK BR., MALIK SUB DIV.) 
IRRIGATION INTENSITY FOR YEARS 1990-93 

II ()/L No. Location GCA CCA 90--91 91--92 92--93: 
1 400-L 293 170 275 279 292 
2 400-R 724 580 353 476 338 
3 3500-R 746 618 392 386 329 
4 7500-R 487 458 443 666 538 
5 9655-R 405 358 387 447 455 
6 10805-R 871 824 803 1276 874 
7 13400-TR 190 162 184 197 156 

I 8 13400-TC 536 446 250 353 439 

LIST OF ALL OUTLETS ALONG BHUKAN DISTY (MALIK BR., MALIK SUB DIV.) 
IRRIGATION INTENSITY FOR YEARS 1990-93 

OIL No. Location GCA CCA 90--91 91--92 92--93 
1 1000-L 395 386 641 619 610 
2 2482-L 808 695 1041 1587 835 
3 2600-R 268 221 230 334 586 
4 11965-R 443 323 472 465 478 
4A 10800-L 659 454 632 454 686 
5 11965-L 1036 348 285 236 303 
6 17640-TR 216 192 396 162 192 
7 17640-TL 667 404 240 410 571 

39 




Annex-F (continued) 

LIST OF ALL OUTLETS ALONG GAJJIANI DISTY (MALIK BA. MALIK SUB DIV.) 

OIL 
No. 

Location GCA CCA Remarks 

1 900-R 496 416 
2 900-L 257 215 
3 2050-R 409 409 
4 5500-R 673 673 
5 6640-L 549 309 
6 7990-R 662 536 
7 13040-R 800 437 

7A 16300-R 330 259 I 

8 13050-L 421 401 
9 16550-L 637 591 

10 19780-L 636 537 
11 19850-R 480 467 
12 22050-R 324 175 
13 24600-R 293 192 

13A 24800-R 453 368 
14 25520-L 420 370 I 

16 26225-R 453 436 
16A 29490-R 70 70 Lift Pipe OIL Dia =4.5 inches 
17 30680-L 1080 940 
18 32120-R 262 250 
19 33540-L 409 279 
20 36550-R 642 516 
21 35980-L 403 296 

21A 41720-L 432 359 
22 41500-R 785 674 

22A 43980-R 416 416 
23 46330-L 715 496 
24 47420-R 587 552 
25 48765-R 624 616 
26 49640-R 540 540 
27 50969-L 380 372 
28 51900-R 137 62 
29 53080-R 1243 926 

29A 54260-R 340 291 
29B 57650-R 79 -­ Lift Pipe OIL Dia =6.0 inches 
30 53133-L 353 351 
31 58580-L 481 442 
32 59980-L 430 422 
33 .60160-R 846 414 
34 64545-L 316 308 
35 65645-L 359 359 

--­ 63000-L --­ --­ Rural Water Suply Scheme pipe OIL 
36 69000-R 1012 919 
37 71200-L 928 499 
38 73030-R 569 466 

38A 71000-R 54 --­ Lift Pipe OIL Dia = 4.0 inc 
39 74690-L 519 358 
40 76390-R 509 390 

40A 76900-R 422 403 
40B 76900-R --­ --­ Rural W/S Scheme pipe OIL Dia = 2.0 inc (NIHALKA) 

40 




Annex-F (continued) 

From orevlus Dace 
42 80040-R 604 442 
43 80670-L 418 153 
44 83950-L 598 491 
45 83960-L 664 527 

45A 83970-L 200 100 Lift Pipe OIL Dia = 5.0 inches 
46 85260-R 688 688 
47 87120-R 796 635 
48 89000-L 237 237 Lift OIL 
49 89250-R 100 88 
50 93030-R 603 481 
51 93030-L 662 453 
52 93080-L 476 352 
53 93110-L 383 379 

53A 93185-R 5 5 Rest House Pipe OIL Dia = 3.0 inc (GJN) 
54 94850-R 327 327 
55 95170-L 324 277 
56 95030-R 488 400 
57 98750-L 413 311 
58 98100-R 432 400 
59 101410-R 485 407 
61 105690-R 512 448 

I 62 105800-R 622 446 
63 106060-L 781 611 
64 108618-L 279 279 
65 108680-R 347 336 

=66 108770-R 307 307 
67 110780-L 615 505 
68 110790-L 344 344 
69 110890-R 356 350 

69A 108900-R 418 380 
70 113740-R 425 425 
71 116980-R I 560 532 
72 119400-R 250 250 
72 118130-R 322 322 
73 120840-R 541 541 
74 120900-L 285 285 
74 119450-L 372 347 
75 122290-L 249 249 

75A 129530-L 335 335 
76 124560-R 4 406 
77 127240-R 321 306 

77A 131020-R 384 368 
78 132120-R 388 388 
79 132140-R 380 380 
80 133970-L 444 369 
81 133450-R 375 365 
82 136300-L 491 484 

82A 136990-R 260 260 
83 137000-R 331 319 
84 139905-T.R 379 379 
85 139905-T.C 550 546 
18 7300-R 31 --­ New Jhallari Pipe OIL Dia = 3.0 inches 

41 




Annex-F (continued) 

LIST OF ALL OUTLETS ALONG MADRISA SUB MINOR 
(MALIK BRANCH, MALIK SUB DIVISION) 

OIL No. Location GCA eCA 

1 2868-L 487 455 

2 2821-R 696 561 
3 6781-L 629 608 
4 7582-R 702 701 
5 10045-R 438 423 

6 11534-R 250 240 
7 14320-R 210 185 
8 15315-R 506 499 
9 17590-TL i 332 326 
10 17590-TH 670 661 

LIST OF ALL OUTLETS ALONG KOHNI MINOR 

(MALIK BRANCH, MALIK SUB DIVISION) 


LocationOIL No. GCA CCA 
1 5564480-L 

I 57:2 4480-R 572 
7000-R 6073 649 

4 9530-R 437438 
12750-TR5 325 325 

6 12750-TL 569 569 
7 12750-TC 652365 

42 




Annex-F (continued) 

LIST OF ALL OUTLETS ALONG CHISHTIAN MINOR 
(MALIK BRANCH, MALIK SUB DIVISION) 

OIL No. Location GCA CCA 

1 4010-L 732 663 

2 5150-L 507 383 

3 5150-R 623 456 

4 17300-R 572 433 

5 17490-L 519 381 

6 19154-R 406 404 

7 21450-R 465 465 

8 24950-R 345 345 

9 27850-L 375 321 

10 30080-R 254 254 

11 33210-R 379 379 

12 30010-L 408 270 

13 33500-TR 388 388 

14 33500-TC 560 523 

43 




Annex-F (continued) 

LIST OF 	ALL OUTLETS ALONG CHAK ABDULLAH MINOR 
(MALIK BRANCH, MALIK SUB DIVISION) 

OIL No. Location GCA CCA Remarks 

2 3560-R 677 657 
2A 7300-L 145 --­ Permanent Jhallari OIL 

3 8980-R 796 555 

3A 13350-L 130 --­ Pipe Dia = (6.0 inches) Lift OIL 

3B 16400-L 72 --­ Pipe Dia = (4.5 inches) Lift OIL 

3A 10100-L 73 --­ Pipe Dia = (4.5 inches) Lift OIL 

3C 14850-R 320 233 
4 23500-L 223 223 

5 23790-R 482 442 

6 24450-L 383 348 
7 25240-L 359 347 
7A 25710-R 275 271 

8 25700-L 292 269 

9 30900-R 500 500 

10 34040-L 279 279 
11 34110-R 594 526 

12 37600-R 268 236 
13 37710-L 531 518 

14 41360-R 512 506 

15 49750-R 331 298 

16 50380-L 300 299 
17 52700-L 392 355 

17A 55300-L 361 325 

18 53400-R 516 479 

19 57360-R 550 507 
20 59310-l 410 336 
21 65000-TL 1093 389 

22 65000-TR 336 299 

44 




Annex-F (continued) 

LIST OF ALL OUTLETS ALONG CHATALA MINOR 
(MALIK BRANCH, MALIK SUB DIVISION) 

OIL No. Location GCA CCA 
1 7000-R 344 267 
1A 5970­ 338 278 
2 8000-L 269 269 
1A 4000-L 365 330 

3 10250-TL 1065 883 
4 10250-TC 503 464 

5 8176-R 343 207 

LIST OF ALL OUTLETS ALONG DHABA MINOR 

(MALIK BRANCH, MALIK SUB DIVISION) 


IL 
o. 

1 
1A 
1B 
1B 
2 
2B 
3 
4 
5 

6 
6A 
7 

IF: 
II 10 

Location GCA CCA Remarks 

7480-L 6511 635 Pipe Dia = (5.0 inches) Lift OIL 
7800-R 80 80 Pipe Dia = (3.0 inches) Lift OIL 
7300-R 31 --­ Pipe Dia = (2.5 inches) Lift OIL 
7890-R 22 --­
8980-L 625 625 Pipe Dia = (4.0 inches) Lift OIL 
7000-L 71 --­
8980-R 314 314 
12450-R 367 292 
13070-R 481 468 
16010-L 303 303 
24470-L 460 450 
17100-R 454 439 
23180-R 310 310 

25470-TC 364 364 
25470-TL 3 355lr 

45 




Annex-F (continued) 

LIST OF ALL OUTLETS ALONG TAKHAT MAHAL MINOR 
(MALIK BRANCH, MALIK SUB DIVISION) 

OIL No. Location GCA CCA 
1A 5250-R 378 321 
2 6580-L 215 215 

3 6650-R 447 395 

4 11020-L 464 464 

5 12650-L 525 518 

6 10000-R 287 253 

7 13730-L 923 848 

8 13750-R 322 294 
8A 12740-R 348 346 
9 17400-L 427 413 
10 19560-L 524 474 

11 18461-R 681 534 

12 21830-L 373 302 

13 22460-R 730 719 

14 26960-R 538 516 

15
I 

29150-R 430 391 

16 30290-L 386 379 
17 32510-R 465 437 
18 34130-L 440 405 

19 34780-R 385 365 

20 41100-TR 191 191 
20A 39550-R 110 110 

21 41100-TL 279 279 

46 




Annex-F (continue) 

LIST OF ALL OUTLETS ALONG MALIK MALIK BRANCH, (MALIK SUB DIVISION) 

OIL No l t)ce+~""n GCA CCA Remarks 
1 5000-R 712 538 
1A 16920-L 248 191 

! 2 21000-L 259 157 
3 22700-R 452 223 
4 22700-L 15 12 
4A 29495-R 516 499 
4B 44500-L 881 834 
5 50200-R 316 162 
5A 48534-R 27 --­ Lift OIL 
6 54443-L 7 517 
6A 52650-L 673 625 
7 5493-L 767 654 
8 56140-R 913 645 

i 9 584ru 1348 565 
10 646 1471 836 
10A 64615-R 71 71 
11 69800-R 1360 813 
11A 69700-R --­ --­ Pi~ OIL Dia(2.5 inches) For 

R. .S.scheme area 0.049 sft 
12 72040-L 1288 905 
13 76192-L 623 386 
13B 80500-L 34 --­
14 76600-R 1194 891 
15 81550-L 945 808 
16 82280-L 602 579 
17 82410-R 1283 834 
18 85950-R 691 619 
18A 85940-R 92 --­ Pine Dia(4.0 inches} Lift OIL 
19 86195-L 438 415 
20 86200-R 546 447 
21 86225-L 371 344 
22 86900-R 4 4 Pine OIL Dia = (2.0 inches) 
23 91015-L 350 316 
24 93300-R 912 726 
25 94020-L 739 728 
26 94810-L 1059 980 
27 94820-L 680 668 
28 94900-R 1485 985 
29 94910-R 896 650 
31 105600-R 986 982 D.R.W. Sub Division 
32 105880-R 569 514 
33 108335-L 660 638 
34 109800-L 795 774 
35 113250-R 698 588 
36 113680-L 961 748 
37 114250-R 327 266 

47 



Annex-F (continued) 

LIST OF OIL OF I/R BAHADURWAH MINOR 
(MALIK BRANCH, MALIK SUB DIVISION) 

RemarksOIL No. Location GCA CCA 
1 5070TR 461 461 

4742 5070TL 456 

LIST OF OUTLETS ALONG BAHADURWAH MINOR 

(MALIK BRANCH, MALIK SUB DIVISION) 


OIL No. Location GCA CCA Remarks 
1 500-L 471 450 

1A 2992-R -­ -­ Pipe OIL Dia = (2.0inc) 
Rural Supply Kharajpura 

2 3100-R 637 472 
3 4010-L 649 688 
4 5160-L 343 334 
5 6360-R 552 536 
6 9560-R 360 342 
7 10500-L 384 374 
8 11700-R 79 64 
9 13450-L 415 403 

10 15950-R 712 618 
10A 14900-R 53 --­ Pipe Dia =(3.0 inc) Lift OIL 
10B 13250-R 346 281 

1 1 11080-L 796 685 
12 16200-R 840 792 
13 16350-R 585 380 

13A 18700-R 95 --­ Pipe Dia = (5.0 inc) Lift OIL 
14 18650-L 544 540 
15 23580-R 465 417 
16 22800-L 458 452 
17 25230-L 517 489 

48 




Annex-F (continued) 

From previous page 

18 25420-R 365 333 
19 25930-L 593 574 
20 29550-R 364 350 
21 31900-L 30 17 
22 32425-L 429 423 
23 33078-R 685 637 
24 34700-R 759 675 
25 34760-L 320 255 
26 36893-L 418 367 
27 37230-R 695 464 
28 40400-R 573 566 
29 40560-L 491 481 
30 45140-L 394 391 
31 45820-R 498 478 

32 47400-L 400 364 
33 48670-R 547 489 
34 49625-R 466 452 
35 50020-L 469 437 
36 51125-R 292 289 
37 51235-R 326 326 

I 38 51670-L 340 298 
39 52800-L 340 298 
40 55980-L 340 336 
41 56110-R 491 490 

42 58660-R 736 715 
43 60135-TR 313 312 
44 60135-TC 331 331 
45 60135-TL 290 288 

26A 36800-L 39 --­ Pipe Dia =(3.0 inc) Lift OIL 

49 




Annex-F 

LIST OF ALL OUTLETS ALONG NAJIBWAH MINOR 
(MALIK BRANCH, MALIK SUB DIVISION) 

OIL No. Location GCA CCA Remarks 
1 6680-L 380 364 
2 11480-L 505 504 
3 12730-R 386 381 
4 14510-L 479 319 

5 16790-R 477 463 
6 17590-L 488 424 

6A 17640-L --­ --­ Rural Water Supply Dunga Bunga 
7 17650-R 329 329 
7A 25440-R 359 359 
8 17650-L 26 21 Rest House Dunga Bunga 
8A 19900-L --­ --­ Railway Station Dunga Bunga 

9 24190-L 339 320 
10 27720-R 285 285 
11 29000-L 221 219 
11A 30200-L 241 235 
12 32130-L 561 540 
13 32130-R 424 406 
14 36900-L 559 559 
15 38400-L 506 498 

16 39680-R 448 448 
17 42480-R 437 433 
18 42530-L 470 457 

19 43440-R 429 427 
20 51000-R 380 380 
21 51000-L 456 442 
22 56315-TR 268 268 
23 56315-TL 347 341 

50 




Annex-G 

HYDRAULIC DATA OF SIRAJWAH SYSTEM 

Description Q B H U/S 
F.S.L 

DIS 
F.S.L 

W.H C.R.L 

Hd Regulator Sirajwah Disty 197 542 538.5 3.5 

Fall and Bridge R.D 21800 SJW 179 29.5 1.52 536.32 535.86 0.46 534.8 

Fall and Bridge R.D 58825 SJW 133 16 1.93 531.75 531.31 0.44 529.82 

Hd Regulator Bahadurwah Minor 82 10.4 1.87 530.2 529.8 0.4 528.33 

Hd Regulator 1 R/Bahadurwah 3.57 0.5 1.59 527.3 526.52 0.78 525.71 

Fall and Bridge R.D 18700 BOW 51 5.94 2.03 527.3 525.2 2.1 525.27 

Fall and Bridge R.D 23000 BOW 47 7.5 1.63 524.3 523.7 0.6 524.67 

Fall and Bridge R.D 37300 BOW 29 5 1.55 521 518.48 2.52 519.45 

Hd Regulator Najibwah Minor 39 4.9 1.87 530.2 528.3 1.9 528.33 

Fall and Bridge R.D 17760 NJW 25 5 1.4 524.75 523.51 1.24 523.34 

Tail R.D Of Sirajwah == 67700 
Tail R.D Of Bahadurwah = 60135 
Tail R.D Of 1-R/Bahadurwah := 5500 
T