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    1

    PEAK DISCHARGE AT ISLAM HEADWORKS RECORDED AS 49123 Cfs

    20000

    25000

    30000

    35000

    40000

    45000

    50000

    25-0

    8-11

    26-0

    8-11

    27-0

    8-11

    28-0

    8-11

    29-0

    8-11

    30-0

    8-11

    31-0

    8-11

    01-0

    9-11

    02-0

    9-11

    03-0

    9-11

    04-0

    9-11

    05-0

    9-11

    06-0

    9-11

    07-0

    9-11

    08-0

    9-11

    09-0

    9-11

    10-0

    9-11

    11-0

    9-11

    12-0

    9-11

    13-0

    9-11

    14-0

    9-11

    15-0

    9-11

    16-0

    9-11

    17-0

    9-11

    18-0

    9-11

    19-0

    9-11

    20-0

    9-11

    21-0

    9-11

    22-0

    9-11

    23-0

    9-11

    24-0

    9-11

    25-0

    9-11

    26-0

    9-11

    DATE

    (DISCHARGE)

    DISCHARGE

    RAINFALL DATA RAHIMYARKHAN CANAL DIVISION

    0

    20

    40

    60

    80

    100

    120

    140

    160

    180

    MONTHS

    (mm)

    Malkani 0 3.00 65.00 157.80 0

    Kot Samaba 0 44.00 94.70 133.20 0

    Rahimyarkhan 0 18.00 58.50 52.00 0

    Manthar 0 0 31.00 100.90 0

    June July August September October

    GOVERNMENT OF THE PUNJAB

    IRRIGATION DEPARTMENT

    FLOOD REPORT 2011

    BY:

    (Engr. Syed Iftikhar Hussain)Assistant Design Engineer

    Irrigation Zone Bahawalpur, Pakistan.

    E-mail: [email protected]

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    FLOOD REPORT 2011

    TABLE OF CONTENTS

    EXECUTIVE SUMMERY ................................................................................................................. 3

    INTRODUCTION............................................................................................................................. 4

    FLOOD HISTORY............................................................................................................................ 5

    PRE FLOOD ACTIVITIES ............................................................................................................... 6

    PEAK DISCHARGES ....................................................................................................................... 7

    SULEMANKI HEADWORKS ....................................................................................................... 7

    ISLAM HEADWORKS ................................................................................................................. 8MAILSI SYPHON......................................................................................................................... 8

    EMPRESS BRIDGE BAHAWALPUR ........................................................................................... 9

    PANJNAD HEADWORKS............................................................................................................ 9

    CHACHRAN TOWN .................................................................................................................. 10

    AREA INUNDATED INCLUDING DETAILS OF VILLAGES AFFECTED...................................... 11

    RAINFALL DATA JUNE OCTOBER 2011 ................................................................................. 11

    MAILSI SYPHON DIVISION ..................................................................................................... 11

    BAHAWALPUR CANAL DIVISION........................................................................................... 12

    PANJNAD HEADWORKS DIVISION ........................................................................................ 12

    KHANPUR CANAL DIVISION................................................................................................... 13

    RAHIMYARKHAN CANAL DIVISION ...................................................................................... 13

    DALLAS CANAL DIVISION ...................................................................................................... 14

    BREACHES / CUTS DUE TO FLOODS, IF ANY ............................................................................ 14

    FLOOD DAMAGE IF ANY ............................................................................................................. 14

    RESTORATION OF FLOOD DAMAGES EXECUTED BEFORE FLOOD SEASON 2011.............. 16

    FLOOD RESTORATION WORKS.............................................................................................. 16

    FLOOD PROTECTION WORKS ................................................................................................ 17

    RESTORATION OF FLOOD DAMAGES EXECUTED AFTER FLOOD SEASON 2011 ............. 20

    CONCLUSION ............................................................................................................................... 21

    RECOMMENDATIONS ................................................................................................................. 22

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    FLOOD REPORT 2011

    EXECUTIVE SUMMERY

    The flood 2010 was unprecedented and extra ordinary known

    history in the Indus River System and flood peaks were for in excess of the

    recorded historical floods. In Irrigation Zone Bahawalpur, during flood 2010

    the highest gauge of 14.6 feet was recorded against 12.30 Lac Cfs discharge at

    Chachran on 07-08-2010. While the river was in action, the vulnerable sites

    where the erosive action of exceptionally high flood in River Indus was

    experienced was personally inspected by the Chief Engineer, Irrigation

    Bahawalpur and references were immediately made to Government for allowing

    to take up the works under para 2.89 of PWD Code and the same were got

    completed by the hectic efforts of Irrigation Engineers within the

    stipulated period.

    Drawing upon the lessons of flood 2010, the strategies for

    improving flood management include establishment of new bench marks on the

    basis of recorded highest flood levels. Furthermore, during the emergency at

    large scale level, lack of leadership and coordination at local level was quite

    apparent in District and Tehsil Administration System. Planning for improving

    flood management on new bench marks was revised by adopting Standard

    Operating Procedures (SOPs) to combat with any unpleasant situation for the

    flood 2011. Standard Operating Procedures (SOPs) for flood management were

    prepared for individual structure keeping in view the identified weak areas /

    hotspots. Contingency plans were also got prepared which indicate the location

    of infrastructures, flood route with special focus on low lying areas and

    villages / towns to be affected.

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    FLOOD REPORT 2011

    INTRODUCTION

    Bahawalpur Irrigation Zone covers entire Bahawalpur Civil

    Division. It operates Suleimanki Headworks, Islam Headworks and Panjnad

    Headworks of Sutlej Valley Project and irrigates the entire area of this Zone

    through different canal systems.

    Since operation of Water Treaty between the two countries i.e Indo-

    Pak, river Sutlej upstream Suleimanki Headworks has gone with its totalsupply to India. All the above three Headworks have been linked by means of

    Link Canals emanating from Mangla and Tarbala Dams.

    Left Bank of River Sutlej from Suleimanki to Panjnad, Left Bank of

    River Chenab from Panjnad to Kot Mithan (Junction of River Chenab with

    Indus) and the Left bank of River Indus from Kot Mithan to Guddu Barrage

    face Bahawalpur Civil Division and spills / erosion from these rivers become

    the concern of this Zone. In addition water from old Hakra River after entry

    into Pakistan Border near Walhar in Fortabbas Tehsil also becomes concern of

    Bahawalpur Civil Division.

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    FLOOD REPORT 2011

    FLOOD HISTORY

    In the past history Sutlej River had experienced worst historic

    floods during September 1988. A total discharge of 5.0 lacs Cusecs was

    recorded at Suleimanki Headworks against its designed capacity of 3.25 lac Cfs.

    At Islam Headworks recorded total peak discharge was 3.66000 Cfs. At that

    time this flood water passed safely through Mailsi Syphon without any damage;

    but great pressure was experienced at Empress Railway Bridge Bahawalpur.

    Likewise supper flood of 962000 Cfs. was experienced at Panjnad Headworks

    during the year 1973 which caused serious damages in Bahawalpur and

    Rahimyarkhan Districts.

    In the history of Punjab, floods have created heavy damages to

    property and infrastructure. The major losses of floods of 1988 and 1992 in

    Bahawalpur Irrigation Zone are tabulated as under:-

    Name ofDistrict

    Villageaffected

    Personsaffected

    Areaaffected(acres)

    Cropsaffected(acres)

    Bahawalnagar 182 16250 58345 37884

    Bahawalpur 127 61575 155387 3980

    Rahimyarkhan 272 269143 337466 -

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    FLOOD REPORT 2011

    PRE FLOOD ACTIVITIES

    Keeping in view the heartbreak experience during super flood-2010,

    necessary measures were taken up to combat any eventuality owing to

    expected flood of 2011.

    All valuable recommendations of the Punjab Flood EnquiryTribunal 2010 were implemented in letter and spirit in connection withpre flood activities resultantly no eventuality experienced during the

    flood 2011.

    Flood Fighting Plans were prepared. Flood Fighting Material were made available in light of provision in the

    Flood Fighting Plans.

    Inspections of Flood Bunds and Spurs were carried out by organizationalhierarchy of this Zone.

    Departmental Inspection Team also visited the Flood Protection Works. Reserve Stock of Stone was recouped as per sanctioned limit. Critical Gauges were updated.

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    PEAK DISCHARGE AT SULEMANKI HEADWORKS

    RECORDED AS 76159 Cfs

    15000

    25000

    35000

    45000

    55000

    65000

    75000

    85000

    21-08-11

    22-08-11

    23-08-11

    24-08-11

    25-08-11

    26-08-11

    27-08-11

    28-08-11

    29-08-11

    30-08-11

    31-08-11

    01-09-11

    02-09-11

    03-09-11

    04-09-11

    05-09-11

    06-09-11

    07-09-11

    08-09-11

    09-09-11

    10-09-11

    11-09-11

    12-09-11

    13-09-11

    14-09-11

    15-09-11

    16-09-11

    17-09-11

    18-09-11

    19-09-11

    20-09-11

    21-09-11

    22-09-11

    23-09-11

    24-09-11

    25-09-11

    DATE

    (D

    ISCHARGE)

    DISCHARGE

    FLOOD REPORT 2011

    PEAK DISCHARGES

    Hydrograph showing peak discharges at all controlling points in

    Irrigation Zone Bahawalpur are illustrated below:

    SULEMANKI HEADWORKS

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    PEAK DISCHARGE AT ISLAM HEADWORKS RECORDED AS 49123 Cfs

    20000

    25000

    30000

    35000

    40000

    45000

    50000

    25-08-11

    26-08-11

    27-08-11

    28-08-11

    29-08-11

    30-08-11

    31-08-11

    01-09-11

    02-09-11

    03-09-11

    04-09-11

    05-09-11

    06-09-11

    07-09-11

    08-09-11

    09-09-11

    10-09-11

    11-09-11

    12-09-11

    13-09-11

    14-09-11

    15-09-11

    16-09-11

    17-09-11

    18-09-11

    19-09-11

    20-09-11

    21-09-11

    22-09-11

    23-09-11

    24-09-11

    25-09-11

    26-09-11

    DATE

    (DISCHARGE)

    DISCHARGE

    PEAK DISCHARGE AT MAILSI SYPHON RECORDED AS 48387 Cfs

    20000

    25000

    30000

    35000

    40000

    45000

    50000

    26-08-11

    27-08-11

    28-08-11

    29-08-11

    30-08-11

    31-08-11

    01-09-11

    02-09-11

    03-09-11

    04-09-11

    05-09-11

    06-09-11

    07-09-11

    08-09-11

    09-09-11

    10-09-11

    11-09-11

    12-09-11

    13-09-11

    14-09-11

    15-09-11

    16-09-11

    17-09-11

    18-09-11

    19-09-11

    20-09-11

    21-09-11

    22-09-11

    23-09-11

    24-09-11

    25-09-11

    26-09-11

    27-09-11

    DATE

    (DISCHA

    RGE)

    DISCHARGE

    FLOOD REPORT 2011

    ISLAM HEADWORKS

    MAILSI SYPHON

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    MAXIMUM GAUGE AT EMPRESS BRIDGE RECORDED AS 8.50 Ft

    6.50

    7.00

    7.50

    8.00

    8.50

    9.00

    30-08-11

    31-08-11

    01-09-11

    02-09-11

    03-09-11

    04-09-11

    05-09-11

    06-09-11

    07-09-11

    08-09-11

    09-09-11

    10-09-11

    11-09-11

    12-09-11

    13-09-11

    14-09-11

    15-09-11

    16-09-11

    17-09-11

    18-09-11

    19-09-11

    20-09-11

    21-09-11

    22-09-11

    23-09-11

    24-09-11

    25-09-11

    26-09-11

    27-09-11

    28-09-11

    29-09-11

    30-09-11

    DATE

    (

    GAUGE)

    GAUGE

    MAXIMUM DISCHARGE AT PANJNAD HEADWORKS

    RECORDED AS 153432 Cs

    40000

    60000

    80000

    100000

    120000

    140000

    160000

    01-09-11

    02-09-11

    03-09-11

    04-09-11

    05-09-11

    06-09-11

    07-09-11

    08-09-11

    09-09-11

    10-09-11

    11-09-11

    12-09-11

    13-09-11

    14-09-11

    15-09-11

    16-09-11

    17-09-11

    18-09-11

    19-09-11

    20-09-11

    21-09-11

    22-09-11

    23-09-11

    24-09-11

    25-09-11

    26-09-11

    27-09-11

    28-09-11

    29-09-11

    30-09-11

    DATE

    (DISCHAR

    GE)

    DISCHARGE

    FLOOD REPORT 2011

    EMPRESS BRIDGE BAHAWALPUR

    PANJNAD HEADWORKS

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    MAXIMUM GAUGE AT CHACHRAN RECORDED AS 9.9 Ft

    5.5

    6.0

    6.5

    7.0

    7.5

    8.0

    8.5

    9.0

    9.5

    10.0

    20-08-11

    21-08-11

    22-08-11

    23-08-11

    24-08-11

    25-08-11

    26-08-11

    27-08-11

    28-08-11

    29-08-11

    30-08-11

    01-09-11

    02-09-11

    03-09-11

    04-09-11

    05-09-11

    06-09-11

    07-09-11

    08-09-11

    09-09-11

    10-09-11

    11-09-11

    12-09-11

    13-09-11

    14-09-11

    15-09-11

    16-09-11

    17-09-11

    18-09-11

    19-09-11

    20-09-11

    DATE

    (GAUG

    E)

    GAUGE

    FLOOD REPORT 2011

    CHACHRAN TOWN

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    RAINFALL DATA MAILSI SYPHON DIVISION

    0.00

    20.00

    40.00

    60.00

    80.00

    100.00

    120.00

    140.00

    MONTHS

    (mm)

    Mailsi Syphon 25.00 15.00 50.00 125.00 0

    June July August September October

    FLOOD REPORT 2011

    AREA INUNDATED INCLUDING DETAILS OF VILLAGES AFFECTED

    The River Sutlej, Channab and Indus fall in Irrigation Zone

    Bahawalpur remained silent during the year 2011. Hence, flood affected area

    no area / abadi was inundated during flood 2011.

    RAINFALL DATA JUNE OCTOBER 2011

    The rainfall data observed at specific points in flood related

    Divisions is demonstrated below:

    MAILSI SYPHON DIVISION

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    RAINFALL DATA BAHAWALPUR CANAL DIVISION

    0.00

    20.00

    40.00

    60.00

    80.00

    100.00

    120.00

    140.00

    160.00

    180.00

    200.00

    220.00

    MONTHS

    (mm)

    Bahawalpur 3.81 0 0 99.06 0

    Yazman 0 3.90 0 205.74 0

    Shahiwala 0 0 0 30.48 0

    Lalsohanra 0 0 30.00 0 0

    Khairpur 0 20.00 30.00 0 0

    Qaimpur 0 25.00 70.00 0 0

    June July August September October

    RAINFALL DATA PANJNAD HEADWORKS

    0

    10

    20

    30

    40

    50

    60

    70

    80

    MONTHS

    (mm)

    Panjnad Headworks 0 22.86 24.13 75.98 0

    June July August September October

    FLOOD REPORT 2011

    BAHAWALPUR CANAL DIVISION

    PANJNAD HEADWORKS DIVISION

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    RAINFALL DATA KHANPUR CANAL DIVISION

    0

    20

    40

    60

    80

    100

    120

    140

    MONTHS

    (mm)

    Khanpur 0 0 70.00 115.50 0

    Baghobahar 0 0 74.65 114.47 0

    Allahabad 0 3.00 65.00 84.60 0

    June July August September October

    RAINFALL DATA RAHIMYARKHAN CANAL DIVISION

    0

    20

    40

    60

    80

    100

    120

    140

    160

    180

    MONTHS

    (m

    m)

    Malkani 0 3.00 65.00 157.80 0

    Kot Samaba 0 44.00 94.70 133.20 0

    Rahimyarkhan 0 18.00 58.50 52.00 0

    Manthar 0 0 31.00 100.90 0

    June July August September October

    FLOOD REPORT 2011

    KHANPUR CANAL DIVISION

    RAHIMYARKHAN CANAL DIVISION

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    RAINFALL DATA DALLAS CANAL DIVISION

    0

    10

    20

    30

    40

    50

    60

    70

    80

    90

    100

    MONTHS

    (mm)

    Rukanpur 0 0 88.50 48.50 0

    Lamma 0 0 31.00 47.50 0

    Sharin 0 0 23.40 45.60 0

    Dauwala 0 0 31.00 93.10 0

    Walhar 0 0 26.60 0 0

    June July August September October

    FLOOD REPORT 2011

    DALLAS CANAL DIVISION

    BREACHES / CUTS DUE TO FLOODS, IF ANY

    No breach / cut occurred during the flood 2011.

    FLOOD DAMAGE IF ANY

    Due to rising discharge

    in River Sutlej, a loop was

    developed and deep creak in the toe

    of bank creating alarming situation

    on 25-09-2011. Resultantly, the

    River suddenly changed its route

    and

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    FLOOD REPORT 2011

    action started on the spur and

    damaged the apron / pitching on

    slope of Mole Head Spur and also

    eroded the shank upto outer core

    for 350 Ft in length between

    RD. 5-5500.

    The river action was controlled well in time by employing men,

    using material and deploying machinery through contractor.

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    FLOOD REPORT 2011

    RESTORATION OF FLOOD DAMAGES EXECUTED BEFOREFLOOD SEASON 2011

    FLOOD RESTORATION WORKS

    Restoration of the following flood damages works were executed

    before flood 2011.

    Sr.No.

    Name of Work Cost(Rs. in M)

    1Protecting Minchin Flood Bund RD:63-122 during highflood season 2010.

    1.496

    2Damaged of Minchin Flood Bund RD:135-140 nearChohan Village

    7.161

    3 Spur No.1 Minchin Flood Bund near Chachran Town 13.617

    4 Spur No.2 Flood Bund near Chachran Town 21.120

    5Strengthening 2nd, 3rd & 4th Defence Bund as perdesign parameter of Minchin Flood Bund

    19.536

    6 Protection & strengthening Chachran Link Bund 7.098

    7Closing & Strengthening breaches at RD: 76-tail ofBhong Disty.

    9.442

    8Closing & Strengthening breaches of Left Marginal bundof Guddu Barrage.

    23.486

    9Restoration of flood damaged Minchin Bund fromRD: 435-438

    6.313

    10Restoration of flood damaged Mazari Disty fromRD: 0-8

    1.975

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    FLOOD REPORT 2011

    FLOOD PROTECTION WORKS

    Following three flood protection works were also carried out before

    flood 2011:

    1. Construction of Guide Wall to protect Historic Town of ChachranSharif

    Status = work completedCost = 225.00 Million

    Scope of work:-

    1. Length of Guide Wall = 1441 Ft2. Earthwork = 3.870 MCft3. Stone work = 4.300 MCft

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    FLOOD REPORT 2011

    2. Construction of Hockey Spur upstream Spur No. 4 Defence BundStatus = work completedCost = 97.50 Million

    Scope of work:-

    1. Length of Hockey Spur = 2269 Ft2. Earthwork = 1.570 MCft3. Stone work = 1.020 MCft

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    FLOOD REPORT 2011

    3. Extension Minchin Flood Bund from RD. 309+500 to 490+000(LMB of Guddu Barrage) for protection of Adjoining Abadies fromMain Creak and Spill of River Indus

    Status = work in progressEstimated Cost = 305.175 Million (Balance work)

    Physical Progress = 70%

    Scope of work:-

    1. Earthwork2. Land acquisition

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    FLOOD REPORT 2011

    RESTORATION OF FLOOD DAMAGES EXECUTED AFTER FLOOD SEASON

    2011

    No flood restoration work was carried out after flood season 2011.

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    FLOOD REPORT 2011

    CONCLUSION

    In the light of lessons learnt during the super flood 2010 and identifying the

    weakness and deficiencies in the existing system of flood planning and management SOPs were

    revised by making Flood Fighting Plans on new format. By implementing valuable suggestions

    and recommendations of the Punjab Flood Enquiry Tribunal 2010, the flood management was

    considerably improved, resulting in saving the lives and properties in flood zone areas.

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    FLOOD REPORT 2011

    RECOMMENDATIONS

    Although Rivers Sutlej, Channab and Indus remained silent in Irrigation Zone,

    Bahawalpur during flood season 2011 yet necessary measures are important to be adopted to

    overcome any eventuality in the expected flood 2012. Therefore, it is recommended that:

    PC-1 for Rs. 1219.28 Million of flood restoration work namely FloodRestoration Works in Rahimyarkhan Canal Circle already stands submitted to

    the Federal Government for approval, which has already been discussed in theCDWP meeting held on 14-10-2011 and was cleared for submission to ECNEC

    for approval. It is important that the funds may be allocated / released at the

    earliest so that the work be got completed before the ensuing flood 2012.

    An amount of Rs. 20.00 Million is long outstanding to be paid by this Zone to theArmy Authorities on account of purchase of flood relief explosive / accessories

    for Breaching Sections at Panjnad Headworks. It is appropriate to arrange the

    funds at the earliest for making payment to the quarter concerned before onset of

    flood season 2012 for avoiding any eventuality during expected floods in future.

    Special funds application has already been submitted.