INDEX. 5. Design data, historic peak flood data and previous five years 9-11

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2 INDEX S# Details Page 1. Introduction 1 2. Salient features Details of Flood Protection & River Training Works along with the design parameters 5-7 and location 4. Brief History of past flood events 8 5. Design data, historic peak flood data and previous five years Flood fighting strategy at different food limits Flood damages restoration works carried out and other repair Flood fighting/watching arrangements, labour required at site, location and quantities of engineering stores tec. 9. Detail of encroachments on flood works Duty roster and battle stations of key personnel during high flood flow Emergency telephone Numbers and Fax Numbers Name of villages to be inundated at various flood stages Standard Operating Procedure (SOP) for breaching section Index Plan 35 ii

3 INTRODUCTION This flood fighting plan has been prepared on the experience of 1973, 1975, 1976, 1988, 1995, 1996, 1997 and 1998 floods. The purpose of the plan is:- a. To outline the role of the various implementing agencies. b. To prescribe the organizational setup for flood fighting. c. To coordinate the activities of the various implementing agencies for flood protection. d. To outline measures for flood fighting rescue and evacuation of people. CHAPTER 1 SALIENT FEATURES OF DEVELOPMENT DIVISION NO Sidhnai Barrage was constructed after the Indus Basin Treaty as a component of Indus Basin Project. This project was launched with the help of the World Bank under an agreement during September 1960 between India and Pakistan. The Treaty provided that the waters of the three western rivers i.e., Indus Jhelum and Chenab were to be allocated to Pakistan and the waters of the Eastern Rivers i.e., Ravi, Beas and Sutlej to India. To meet with the requirement of the areas earlier fed by eastern rivers, a system of replacement works was implemented under Indus Basin Development Fund Agreement. 2. The new works constructed as result of Treaty, consisted of Mangla Dam, Terbela Dam, Five Barrages and Eight Major Link Canals to transfer water between the rivers. Some existing canal systems were also remodeled. These works taken together were called Indus Basin Project. SIDHNAI BARRAGE The meaning of the word SIDHNAI is Straight River. A stretch of eight miles of River Ravi at Sidhnai is nearly straight and does not meander. It is thought that is could be an artificial channel excavated in the distant past to prevent flooding in the Multan area. Before construction of the new Barrage, an old weir existed about six miles D/S of the Barrage. The weir known as Sidhnai Weir could only pass some 100,000 Cs of water as its maximum capacity. A new Barrage was designed to pass a maximum peak discharge of 150,000 Cs located about Ft U/S of the old weir. D/S straight reach was excavated and widened to increase the capacity from 100,000 Cs to 150,000 Cs. The existing road bridge on Multan Shorkot road and Railway Bridge were re-constructed and the existing weir was dismantled. The object of new Sidhnai Barrage is to receive water from Chenab and Jhelum rivers from Trimmu for feeding Sidhnai and Sidhnai-Mailsi-Bahawal Canals. TRIMMU SIDHNAI LINK CANAL This link canal was constructed to transfer River supplies of Jhelum and Chenab from Trimmu Barrage to River Ravi at Sidhnai Barrage Length of this canal is 218,000 Ft with a design discharge of 11,000 Cs. Haveli Main Canal, with a capacity of 5,200 Cs, also off takes from Trimmu Barrage and runs parallel to the T.S. Link and after supplying water to the distributaries, it also falls into the River Ravi giving additional supply of 3,700 Cs to the Sidhnai Barrage. SIDHNAI MAILSI LINK CANAL It is constructed to transfer water from River Ravi to Lower Bahawal Canal through a Syphon at River Sutlej near Mailsi. Its designed capacity is 10,100 Cs with a total length of 310,000 Ft. It is an unlined channel up to RD: and lined from RD to Tail. It also supplies canal water to Lower Pakpattan Canal and Lower Mailsi Canal. This canal supplies Irrigation water to the Districts of Khanewal, Vehari, Multan, Lodhran, Bahawalpur and Rahimyar Khan. SIDHNAI CANAL Initially Sidhnai Canal was fed from old Sidhnai weir. After the construction of new Barrage at present site Sidhnai Feeder Canal was constructed to feed Sidhnai Canal from new Sidhnai Barrage. This canal supplies 1

4 Irrigation water to Knanewal and Multan Districts. Its designed capacity is 4,500 Cs with a length of Ft. LEFT MARGINAL BUND AND RIGHT MARGINAL BUND Two no. Marginal Bunds, LMB and RMB have been constructed to channelize the river flow through the Barrage. The LMB has a length of 89,500 feet whereas RMB is 115,000 feet long. A Mole Head Spur at RD: and J on RMB have been constructed as river training and flood protection works to contain, divert and channelize the main stream. SPILL CHANNEL Spill Channel has been constructed U/S of Barrage to escape the surplus supplies of River Ravi during flood. It has a maximum discharge capacity of 30,000 Cs. BREACHING SECTION A breaching section is approved between RD: RMB. The critical level for the operation for this breaching section is A gauge has been fixed at RD: L.B.B for this purpose. It has been estimated that a discharge of about 45,000 Cs will pass through breaching section if operated. This breaching section was operated during 1973, 1976 and 1988 to pass the excessive discharge. Location plan of breaching section is enclosed. Whereas flood stages of river Ravi at various Barrages and time lag statement is also attached. CHAPTER-II DETAILS OF FLOOD PROTECTION AND RIVER TRAINING WORKS ALONG WITH THE DESIGN PARAMETERS AND LOCATION MAPS A- FLOOD PROTECTION AND RIVER TRAINING WORKS S# Name of bunds/spurs Length in Feet Top Width Side slope Free 1. Left Marginal bund :1 2: Right Marginal bud :1 3: Wetting channel along :1 2:1 3.0 Right Marginal bund 4. D/S protection bund L R X-spur left Marginal bunds RD: RD: J-Head spur RD:38000 LMB 7. J-Head spur RD:20800 LMB 8. J-Head spur RD: RMB 9. Mole Head spur RD: LMB 10 X-spur RD: RMB 11 4 No solid stone spur along LMB Total length of flood bunds = 60 miles :1 3:1 2:1 2: x4=

5 B. DESIGN PARAMETERS 1. Designed flood capacity of Barrage Cs 2. Max capacity of structure Cs 3. Max: discharge observed before construction of the Barrage Cs 4. Max: discharge observed after construction of Barrage Cs 5. Crest level of weir ft 6. Crest level of under sluices (Pocket) ft 7. Crest level of Head regulator of Sidhnai Feeder ft 8. Crest level of Head Regulator of Sidhnai Mailsi Link ft 9. Floor level of U/S weir ft 10. Floor level of D.S weir ft 11. Top R.L of service road ft 12. Bottom of weir gates when fully raised ft 13. Normal pond level ft 14 Max pond level ft 15 Water way 15 x ft 16 Width of crest 5.00ft 17 Length of Barrage between abutments ft 18 Length of impervious Floor U/S 30.00ft 19. J-Head spur at RD: RMB ft 20. Mole Head spur RD: 15000LMB ft 21 D/S Left protection Bund ft 22 D/S Right protection Bund ft 23 X spur (earthen Gandas) Rd: LMB ft 24 J-Head spur RD:20800 U/S LMB ft 25 X spur (Earthen Gandas) RD:31000LMB ft 26 Solid sloping spur No. 1 U/S Sidhnai Barrage ft 27 Solid sloping spur No. 2 Sidhnai Barrage ft 28 Solid sloping spur No. 3 U/S Sidhnai Barrage ft 29 Solid sloping spur No. 1U/S Sidhnai Barrage ft 30 Max: ever achieved ft 31 Max: Head Across 30.50ft 32. Main weir Span 11 No Bays of 40.0 each 33 Under sluices span 2 No Bays of 40.0 each 34 Silt Excluder 2 no Bays of 40.0 each 35 Sidhnai Feeder Canal 4 no Bays of 40.0 each 36 Sidhnai Mailsi Link 10 no Bays of 40.0 each 37 Pier width of S.M Link Canal 7.0ft 38 Thickness of pier in weir 8.0ft 39 Pier width of S.M Link Canal 7.0ft 40 Height of Barrage Gate 15.0ft 41 Height of Sidhnai Feeder Gate 11.0ft 42 Height of S.M Link Canal Gate 11.0ft 43 Time taken to raise one gate Manually =One ft in one hour Electrically =Full gate one hour 44 Height of super structure 10.00ft1 45 Width of Head way 24.00ft 46 Width of Foot Path 4.50ft 47 Total width of Head regulator of Sidhnai Feeder ft 48 Total width of Head regulator of Sidhnai Mailsi Link ft 49 Width of crest of Sidhnai Feeder 5.00ft 50 Width of crest of Sidhnai Mailsi Link 5.00ft 3

6 CHAPTER III BRIEF HISTORY OF PST FLOOD EVENTS The highest flood passed on in the history of Sidhnai Barrage at River Ravi. The total discharge U/S Barrage was Cs out of which 255,012 Cs was passed through weir of Barrage, 45,000 Cs through the Breaching Section and 21,968 Cs was passed through the spill channel. The H F level U/S of the Barrage was at that time which was recorded at the principal gauge U/S Barrage. The H F level D/S gauge was However, despite passing 255,012 Cs against Cs design capacity, the structure of the Barrage remained safe. However, the downstream structure wing wall was raised by to 4.00 ft after that highest flood for providing safe freeboard. After the exceptionally high flood of 1988, very high floods passed through the barrage in 1995 and 1996 having discharge of 212,340 Cs and 195,362 Cs, respectively. During these floods the J-Head spur at RD: LMB was under the direct hit, which was saved through hectic flood fighting. Breaching section was operated during the year 1973, 1976, and R.M.B was breached during the year 1988 at RD: CHAPTER-IV DESIGN DATA, HISTORIC PEAK FLOOD DATA AND PREVIOUS FIVE YEARS FLOOD DATA OF H/W BARRAGE AND OR OTHER CONTROL POINTS A- STATEMENT SHOWING PEAK DISCHARGE THROUGH WEIR Date Peak discharge passed D/S S/Barrage Withdrawal through canals Disch passed through breaching section Disch passed through spill Channel Total discharge U/S H.F.L U/S H.F.L D/S

7 B- FLOOD LIMITS (DISCHARGE IN 1000 X CFT/SEC) River Sites Low Medium High Very high Exceptionally high Indus Skardu Attock Kalabagh Chashma Taunsa Jhelum Mangla Chenab Ravi Sutlej Rasul Marala Khanki Qadirabad Trimmu Punjnad Jassar Shahdara Balloki Sidhnai Sulemanki Islam C) IMPORTANT REDUCED LEVELS RECORDED DURING PAST FLOODS 1. Recorded highest flood level at RD: LMB (1973) = Recorded highest flood level at RD: LMB (1976) = Recorded highest flood level at RD: LMB (1988) = Breaching section at RD: 16 RMB will be operated when HFL at RD: LMB reaches = (Rising) (D) TIME LAG STATEMENT S# Site Distance in KM Time Lag in Hour Above Cs Discharge 1 Jassar to Shahdara Shahdara to Balloki Balloki to Sidhnai Barrage Cs to Cs Discharge 1 Balloki to Sidhnai Barrage CHAPTER-V FLOOD FIGHTING STRATEGY AT DIFFERENT FLOOD LIMITS 1. Low Flood Limit When River Ravi at Sidhnai Barrage reaches above 30,000 Cs it is in low flood. At this stage flood water remains within the lips of the River. It does not touch any flood embankment. However one no. Beldar per mile per shift of 12 hours is engaged on LMB and RMB and other X-spurs for upkeep of these bunds 2. MEDIUM FLOOD Beyond 45,000 Cs and upto 60,000 Cs River is in medium flood. At this stage water starts touching the flood embankment. Strength of the Beldars is doubled to meet with any emergency. An additional sub engineer is deputed on LMB and RMB to assist the sub engineer LMB and RMB sections. Flood material is placed on various huts along RMB and LMB and night watching by the sub division officer, development division no. 1 and Executive Engineer, Development Division No. 1 Sidhnai is carried out. 5

8 3. HIGH FLOOD When discharge U/S increases from 60,000 Cs, the flood water is accumulated along RMB and LMB. Additional Sub Divisional Officer is deputed to assist Sub Divisional Officer, Development Sub Division No. 1, Sidhnai for day and night watching. Beldars work in 3-shifts each of 8-hours. Additional Sub Engineer from Development Sub Division No.II work on LMB and RMB. Special night watching is carried out on J-Head spurs RD: , LMB and RMB. Executive Engineer, Khanewal Division LBDC. Khanewal is also deputed at this stage to help and assist Executive Engineer, Development Division No. 1 Sidhnai 4. VERY HIGH FLOOD When discharge increases beyond 90,000 Cs, special day and night watching is carried out and all the officers move round the clock. Special attention is given for the protection of main Barrage, structure and gauges are observed after every one hour. The staff present on breaching section at RD: 16 RMB is highly alerted and keeping in view the rising condition of River Ravi D/S Balloki, presence of explosive in the liners is ensured. 5. EXCEPTIONALLY HIGH FLOOD At this stage River Ravi is in rising condition and flows with more than 120,000 Cs whereas the design capacity of the Barrage is 150,000 Cs. All the staff is alerted. Superintending Engineer, Development Circle, Multan Zone, Sahiwal resides at the Barrage and principal gauge at RD: LMB is continuously watched. As soon as the principal gauge reaches at the level of ft, and is further rising operation of the breaching section is carried out by the Pak Army, 176 Bridge Battalion, Abdul Hakim Cantt and all the people / local inhabitants are informed well before time to vacate their dwellings. The spill channel is operated before operating the breaching section, if river is likely to fall when the principal gauge is going to touch the limit of CHAPTER-VI FLOOD DAMAGE RESTORATION WORKS AND OTHER REPAIR WORKS CARRIED OUT J-Head spur RD: of left marginal bund besides battery of other river training works serve the purpose of protection for the surrounding villages of Tehsil Mian Channu of District Khanewal. As a result of protective measures taken during 2006 for the safety of J-Head spur RD: , there has been no damage upon this structure during the year However some action had been observed upon nose portion of J-Head spur RD: due to which the apron had launched at this place. It has been proposed to construct cunnettee along with Ganda bund during current financial year so that the existing river loop may be checked to avoid further damage to this structure. LIST OF WORKS EXECUTED DURING THE LAST THREE YEARS S# Name of work Amount Remarks 1 Maintaining slopes at RMB RD Completed 2 Repairing LMB RD to Completed 3 Maintaining slopes RMB RD28000 to Completed 4 Protecting J-Head spur by providing stone Completed pitching at RD 3-4 U/S shank at RD LMB 5 Maintaining and repairing RMB RD Completed 6 Bed clearance & closing cuts at weeting Completed channel RD Maintaining & repairing LMB RD Completed 8 Maintaining breaching section at Sidhnai Completed Barrage 9 Emergent filling rain cuts/gharas on RMB Completed 10 Emergent filling rain cuts/gharas on LMB Completed 6

9 CHAPTER-VII FLOOD FIGHTING / WATCHING ARRANGEMENT, LABOUR REQUIRED AT SITE LOCATION AND QUANTITES OF ENGINEERING STORES ETC. A- (1) DETAIL OF WATCHING HUTS REQUIRED S# Name of Section Quantity No of Chowdidars required for full flood season 1 RMB LMB Sidhnai Barrage 8 8 Section 4 Spill Section 6 6 (2) DETAIL OF RESERVE STOCK OF STONE S# Spur No Sanctioned Reserve Stock Lac Cft Mix: Required Lac Cft Available at site Lac Cft Balance required Lac Cft 1 Guide Banks Protection Bund J-Head Spur RD: LMB 4. J-Head Spur RD: LMB 5 J-Head Spur RD:99500 RMB 6 Mole Head Spur RD: 1500 LMB Total FLOOD FIGHTING MATERIAL REQUIRED AT EACH HUT SITE S# Name of Items Quantity Remarks 1 Lantern 18 No 2 K Oil 1 Tin 3 Wicks 4 Yds 4 Chimneys 24 Nos 5 Torches 4 Nos 6 Cell 12 Nos 7 E G bags 200 Nos 8 Sutli 2 Nos 9 Sewing Needles 6 Nos 10 Axes 5 Nos 11 Kassies 24 Nos 12 Killas 200 Nos 13 Ballies 500 Nos 14 Baskets 500 Nos 15 Khaji Mats 200 Nos 16 Spirit 2 Bottles 17 Match Boxes 1 Dozens 18 Oil Extractor 2 Nos 19 Wooden Mallets 2 Nos 20 Munj Trangers 100 Nos 21 Patromax 2 Nos 22 Rubber Gums Shoes 3 Nos 7

10 23 Rain Coats 3 Nos 24 Mosquito Net 2 Nos 25 Bamboos for Mosquito Nets 16 Nos 26 Flit ½ Gallon 27 Flit Pump 1 No 28 Cycle 1 No 29 Life Belts 4 Nos 30 Pitchers 2 Nos 31 Steel Tumbler 2 Nos 32 Lota (Plastic) 1 No 33 Mug 1 No 34 G.I Buckets 12 Nos In addition to the material mentioned above, that will be placed at different hut sites, additional material for handling an extra ordinary worst situation, the following material will also be kept ready at Barrage site. This has been calculated on lump sum basis. S# Name of Items Quantity 1 Kassies with handles 160 Nos 2 Showels 30 3 Axes with handles K. Oil 100 GIN 5 Ballies 200 Nos 6 Baskets 200 Nos 7 Sutli ½ MD 8 Needle 20 Dozen 9 Mentals 20 Dozen 10 Manila rope 4 MD 11 Hand Saw 10 Nos 12 Hand Pump 6 Nos 13 Steel wire rope 200 Lft 14 Khaji Mats 600 Nos 15 Wire Crates 2000 Nos 16 G I Wire 500 Sft 17 E G Bags 3000 Nos 18 Khaji Tranger 300 Nos B- LABOUR REQUIRED AT SITE FOR FLOOD PREPARATION a. No of beldars required for flood 1 No Beldar per 2 miles wef 15 of June to 15 August =30 Nos b. No of Mates 1 Nos for 10 Beldars = 3 Nos S# Flood Limits No of beldar required per mile shift 1 Low One beldar required for one mile for one shift 2 Medium Two beldars required for one mile for one shift 3 High Four beldars required for one mile for one shift 8

11 4 Very High Six beldars required for one mile for one shift 5 Exceptionally High Eight beldars required for one mile for one shift CHAPTER-VIII DETAIL OF ENCROCHMENTS ON FLOOD WORKS S# Name of Occupants Area Location RD No 1. Abdul Rehman S/O Khalil 12 Marlas Sher Muhammad Manzoor S/O Sher Muhammad Manzoor Muhammad Hayat S/O Balya Nawaz S/O Faiz Bukhush Muhammad Akram S/O Faiz Nawaz Nazir Ahmed Zafar S/O Pir Ahmad Shah Muhammad Mushtaq S/O Hamid Altaf S/O Mohammad Khan Pehlwan S/O Sultan 01 Kenal Abdul Razzaq S/O Ghulam Muhammad 15 Marla Bakhtawar S/O Ameer Allah Bukhush S/O Ghulam Muhammad Ramzan S/O Ameer Haq Nawaz S/O Ghulam Noor Ahmed S/O Farid Shahamand S/O Nawaz Pehlwan S/O Mohammad Iqbal S/O Ramzan Khadim S/O Noor Sharif S/O Ramzan Neek Muhammad S/O Hasan Bukhush Ghulam Nabi S/O Hakeem Mian Manzoor S/O Allah Bukhush Allah Ditta S/O Shamir Abid S/O Fazil Jaffar S/O Mian Raja Wahid Bukhsh S/O Mughal Allah Ditta S/O Sattar Ismail S/O Sohna Falak Sher Allah Bukhush S/O Ghulam Khan S/O Sardara Arif 09 Marla Muhammad Yar S/O Qadir Bakhsh Adil S/O Mughal Haji Allah Yar Nusrat S/O Murad Lal S/O Pathana Haji Umer Daraz

12 45. Khan S/O Muhammad Bukhush Ramzan S/O Muhammad Bukhush Ghulam Manzoor S/O Nawab Ghulam Farid S/O Shahmand Ahmad S/O Mahamand Habib Hussain Mahar Noor Ahmad Sher Muhammad s/o Muhammad Shahamand S/O Wagh Bashir S/O Waryam Ahmed Amir S/O Waugh Allah Ditta Haq Nawaz Meher Zayadat s/o Karam Khan S/O Sher Muhammad Waryam Maloka Manzoor S/O Noor Bassar S/O Khan Ramzan S/O Lal Muhammad Yousaf Nawaz S/O Allah Bakhsh Nawab S/O Muhammad Ismail Irshad Ahmad Maher Nawab S/O Jeewan Iqbal S/O Lal Muhammad Ali Muhtar S/O Pehlwan Sultan S/O Alawal Habib S/O Ahmad Nawaz S/O Khuda Bukhush Ghulam S/O Fateh Din Allah Ditta S/O Ghulam Shameer S/O Rasool Allah Bukhush S/O Salabat Ghulam Faried Zahoor S/O Rajab Shere S/O Ramzan Muhammad Bukhush S/O Ali Muhammad Muhammad S/O Ghulam Ali Islam S/O Fateh Muhammad Shakoor S/O Allah Ditta Mulazam S/O Ghulam Ghulam S/O Mahamand Rab Nawaz S/O Shahdat Mian S/O Allah Ditta Kabir S/O Khandu Ghulam S/O Allah Ditta Yaqoob S/O Muhharam Amir S/O Shulam Rasool Falak Sher S/O Shahamand Fateh Muhammad S/O Murad Ali Muhammad S/O Fida Hussain Shamma S/O Chakar Falak Sher S/O Baqir

13 100. Liaquat Muhammad S/O Rehman Rab Nawaz S/O Mahamand Kabir Abdul Shakoor 01 kenal Ghulam S/O Jeewan 10 marlas Allah Ditta S/O Allah Yar Ramzan S/O Allah Bukhush Wahid S/O Ramzan Ziyadat S/O Dilawer Manzoor S/O Rajab Noor Ahmad S/O Baqir Lal S/O Sada Qasim S/O Jamal Mahamand S/O Fazil Allah Bukhush S/O Bahawal Akber S/O Ahmad Sharif S/O Chiragh Bashir S/O Ghulam Muhammad Bakhush S/O Murad Manzoor S/O Qasim Allah Yar S/O Lal Ahmad Ali S/O Sajawal Wahid Bukhush S/O Ghulam Haji Muhammad Bukhush S/O Pathna Sikander S/O Nadir Ghulam Shabir S/O Sultan Ghulam Mukhtar Hussain S/O M. Bukhush Wali Muhammad Moulvi Sajjad S/O Muhammad Bukhush Rahim Bukhush S/O Waryam Ziyadat S/O Dilawer Bashir S/O Waryam Master Sher Muhammad S/O Allah Ditta Dr. Muhammad Nawaz S/O Waryam Kabir S/O Allah Bukhush Bashir Ahmed Shafi S/O Ahmad Nusha S/O Sultan Ahmad Ali S/O Sajwal Ahmad S/O Allah Bukhush Noor Ahmed S/O Baqir Shoukat S/O Hakim Mehmood S/O Ganda Amir S/O Sultan Amir S/O Mehmood Mazhar Hussain S/O Nasser Zahoor Hussain S/O Muhammad Yar Sher Muhammad S/O Sultan Waryam S/O Ismail Pehlwan Allah Yar Allawal Dilwar S/O Pathna Bahawal S/O Pehlwan

14 155. Bahader S/O Sardar Ghulam S/O Amir Zahoor Murad S/O Hassan Afzal S/O Shahmand Sohna S/O Sultan 18 acers 161. Muhammad Nawaz S/O Rafiq Firoz S/O Shahdat Talib s/o Salabat Munsha S/O Salabat Muhammad Nawaz S/O Muharam Sooby Khan S/O Lal Khan Mahamand S/O Ramzan Sher Muhammad S/O Pehlwan Muhammad Afzal S/O Sardar Nadir S/O Mahamand Maachi S/O Noor Muhammad Noor Muhammad S/O Fazil Sher Muhammad S/O Fazil Mukhtar Hussain S./O Ghulam Hussain Muhammad Amir S/O Muhammad Bukhush Budha S/O Muhammad Bukhush Mahamand S/O Kalu Mir Alam Ahmad S/O Fazil Zulfiqar s/o Hassan Sher Muhammad S/O Hassan Shaamand S/O Fazil Mahamand S/O Qasim 6 marlas 183. Ghulam Farid S/O Qutab Allah Bukhush S/O Noor Zulfiqar S/O Mahamand Mahbat S/O Ahmad Sher Muhammad S/O Meeraj Riaz S/O Meeraj Mian Ghulam Shabir S/O Haq Nawaz Ghulam Farid S/O Neek Muhammad Sarfaraz S/O Allah Bukhush Haswan S/O Bahader Qasim S/O Sher Muhammad Noor Ahmad S/O Ghualm Hasan S/O Azam Munsha S/O Muhammad Ramzan Bunha S/O Sultan 5 CHAPTER IX DUTY ROSTER AND STATIONS OF KEY PERSONAL DURING HIGH FLOOD FLOW DUTY ROSTER AT D/S PROTECTION BUNDS AND SIDHNAI BARRAGE Flood Limits Name of SDO Name of Sub Engineer High Flood SDO Sidhnai Barrage Sub Engineer Sidhnai Barrage & Sub Engineer Mechanical Very High Flood -do- -do- Exceptionally High -do- -do- Duty Roaster At LMB J-Head Spur RD: 20800,38000 and Mole Head Spur RD: High Flood SDO Sidhnai Barrage Sub Engineer Sidhnai Barrage 12

15 & Sub Engineer LMB Very High Flood SDO Sidhnai Barrage Sub Engineer Sidhnai Barrage & Sub Engineer Kaki Exceptionally High SDO Sidhnai Barrage Sub Engineer, LMB & Kaki Section Duty Roster at RMB and Wetting Channel High Flood SDO Sidhnai Barrage Sub Engineer Sidhnai Barrage& Sub Engineer RMB Very High Flood SDO TS Link Sub Division Sub Engineer Farid Mehmood Section & RMB Exceptionally High -do- -do- Duty Roster at Left Bank of Spill Channel High Flood SDO Sidhnai Barrage Sub Engineer Spill Section Very High Flood SDO Sidhnai Barrage Sub Engineer Spill Section Exceptionally High SDO Sidhnai Barrage Sub Engineer Spill Section EMERGENCY TELEPHONE NO/FAX NUMBER S# IRRIGATION OFFICERS LAHORE OFFICE RESIDENCE 1. Secretary Irrigation&Power Department, Lahore Chief Engineer D&F Zone Lahore Fax 2. Director Flood, Lahore Flood Warning Centre, Lahore Fax 4. Executive Engineer, Balloki H/Works Division B- IRRIGATION OFFICERS, MULTAN IRRIGATION ZONE 1 Chief Engineer, Irrigation Multan Zone Multan Superintending Engineer, Development Circle, Multan Zone, Sahiwal Fax 3. Executive Engineer, (OP) Flood Emergency Officer Multan Zone Fax C- DISTRICT ADMINISTRATION KHANEWAL (0692) 1. District Co-ordination Officer, Khanewal Fax 2. District Police Officer, Khanewal District Officer Co-ordination Khanewal Executive Engineer, Development Division No Sidhnai Fax 5 Sub Divisional Officer, Development Sub Division No. 1 Sidhnai 6. T.M.O Kabirwala Sub Divisional Officer WAPDA Abdul Hakim Executive Engineer WAPDA Mian Channu Executive District Officer Health Khanewal Army Authority 176 Bridge Battalion Abdul Hakim 11 District Flood Control, Khanewal D- DISTRICT ADMINISTRATION TOBA TEK SINGH (046) 1 District Co-ordination Officer. T.T Singh Executive District Officer (Rev) Toba Tek Singh

16 CHAPTER-X A- FLOOD INNUDATION DURING FLOODS BEFORE THE OPERATION OF BRECHING SECTION DURING VARIOUS FLOOD LIMITS. NAME OF VILLGES TO BE INNUNDATED OF VARIOUS STAGES Discharge D/S in Cs Tehsil Kamalia Tehsil Kabirwala Tehsil Mian Chanuu Mauza Rampur, Basti Jatiabadal Darbar Shaheedan, Basti Jahangir Sanpal Basti Nai Sanpal - Manak Haraj, Rampur Maggta Mauza Rampur, Basti Jatiabadal, Darbar Shaheedan, Basti Jahangir Sanpal, Basti Nai Sanpal Ghallar Sargana and Mauza Dhallan - Manak Haraj, Rampur Maggta Jam Dangra Kachiwala Buknera Bela Panjuana Amin Mauza Rampur Basti Jatiabadal Darbar Shaheedan Basti Jahangir Sanpal, Basti Nai Sanpal Ghallar Sargana and Mauza Dhallan Mansoor-K-Haraj Chak No. 765/GB, Chak No. 772/GB Mauza Nakreri Mauza Manak, Gidder Pindia, Mauza Jangle Imam, Basti Daedil Darghaipur, Kot Pathana, Bulleke, Basti Kikri Mauza Rampur, Basti Jatiabadal, Darbar Shaheedan, Basti Jahangir Sanpal, Basti Nai Sanpal, Ghallar Sargana and Mauza Dhallan, Mansoor-K-Haraj Chak No. 765/GB, Chak No. 772/GB, Mauza Nakreri, Muza Manak Gidder Pindia Mauza Jangle Imam Basti, Daedil Darghaipur, Kot pathana Bulleke, Basti Kikri Mauza Jungle Imam, Basti Daedu, Darghaipur, Kot Pathana Bukkeke, Basti Sher Shah,Mauza Amb, Mauza Amb Charagh,Basti Bongariwal & above Mauza Rampur, Basti Jatiabadal Darbar Shaheedan, Basti Jahangir Sanpal, Basti Nai Sanpal Ghallar Sargana and Mauza Dhallan, Mansoor K-Haraj Chak No. 765/GB Chak no. 772/GB Mauza Nakreri Mauza Manak Gidder Pindia Mauza Jangle Imam Bsti Daedil Darghaipur, Kot Pathana Bulleke, Basti Kikri, Mauza Jungle Imam Basti Daedu Darghaipur, Kot pathana Bukkeke, Basti Sher Shah Mauza Amb Mauza Amb Charagh, Basti Bongariwal Batti wala, Diwn Singh Sheikhpura, Mauza Walajatwala, Ghuman Mari Kot Gull Muhammad Katalpur Tibba Jahandran Khum Sargana Kacha Kikri Katalpur Tibba Jahandran Khum Sargana Kacha Kikri 18-D, 24-G, 14-G Katalpur Tibba Jahandran Khum Sargana Kacha Kikri 18-D, 24-G, 14-G, Katalpur 27- G, 28-G, 12-G Sidhpur, 11-G, 18- G, 15-D Haraj, Chakrai Manak Haraj, Rampur Maggta, Jam Dangra, Kachiwala, Buknera Bela Panjuana, Amin Haraj, Chakrai Manak Haraj, Rampur Maggta, Jam Dangra, Kachiwala, Buknera Bela Panjuana, Amin Haraj, Chakrai Manak Haraj, Rampur Maggta, Jam Dangra, Kachiwala, Buknera Bela Panjuana, Amin Haraj, Chakrai, Baghdad, Tarapur, Tulmba, Ghauspur, Ghazi Panda, Mauza Ali Khuh, Jangle Main Channu, Habib Key Farid Key, Bhupri Kamar Rehman. B- FOLLOWING VILLAGES ARE EXPECTED TO BE INUNDATED BY FLOOD WATER IN CASE OF BREACHING SECTION 14

17 DISTRICT TOBA TEK SINGH 778-GB, 741-GB, 778-GB, 775-GB, 774-GB. DISTRICT KHANEWAL Katalpur, Tuba Jandir, Kund Sargana, 18-G, 24-G, 14-G, 27-G, 28-G, 12-G, Sindh Pur, 11-G, 18-G, 15-D STANDARD OPERATION PROCEDURE (SOP) FOR BREACHING SECTION a. History of the breaching section. In order to protect the Barrage and its auxiliary works from onslaught of the floods the proper site for breaching section has been fixed by the department at RD: XX of right Marginal Bund of Sidhnai Barrage, after its approval by the Punjab Flood Commission during its 56 meeting held on 17 June A critical gauge has been provided at RD: XX Left Marginal Bund to watch the thrust of the flood. On achieving the flood level as at this critical gauge and while the river is still in raising position, the breaching section at RD: XX Right Marginal Bund is activated. However before activation of the breaching section, the spill channel provided at RD: XX Right Marginal Bund is operated to give maximum relief to the Barrage against the thrust of floods. The water flowing through the breaching section and the spill channel ultimately enters into the old course of the river and after traveling a distance of about 20 miles it joints the river as experienced in the past. The existing arrangement regarding breaching section for the safety of the Barrage and infrastructures, in case of activation of the breaching section has proved to be adequate and successful and thus needs no re-identification of the site. b. LOCATION, DESIGN, QUANTITY AND VARIETY OF THE EXPLOSIVE REQUIRED FOR DENTONATION The breaching section is located at RD: XX of Right Marginal Bund U/S Sidhnai Barrage. There are two segments of the section each contains XX nos liners. Two types of explosives can be used in the liners, one is powder explosive and other is liquid explosive. For detonation, both types of explosives are lying in the Army magazine XX Battalion. c. ARRANGEMENT OF EXPLOSIVE AND SECURITY OF EXPLOSIVE STORES The explosives are in the custody of the Army XX Battalion. Therefore, the Army Unit XX Battalion, is responsible for availability, arrangement and security of the explosive stores. d. LIST OF THE SECURITY STAFF WITH DETAIL OF THEIR TRAINING ETC Although maintenance of entire explosive and its detonation, when required, is the responsibility of the XX Battalion but the Executive Engineer, Development Division No. 1 and Sub Engineer Head works has been trained by the Army for the detonation of the breaching section. e. DETAIL OF MEACHNAICAL MEANS AS A STAND BY ARRANGEMENTS IN CASE OF DETONATION FAILURE Although there is no regular sand by arrangement of mechanical means available with the department for operation of the breaching section in case of detonation failure but the requisite arrangement is planned to be made, when required, with the coordination of local Military authority, Agriculture Engineering and Highway Departments. It is proposed to keep two no. agriculture dozers available at site at very high flood level. One no dozer will be used for closing any leakage and the other for developing the cut at breaching site on RMB-Head spill channel. Sub Divisional Officer, Department Sub Division No. 1, Sidhnai will ensure availability of the machinery and its being in perfect order. f. DUTY ROSTER IN CASE OF CRITICAL SITUATION Sub Divisional Officer, Development Sub Division No. II Shorkot Cantt, Sub Engineer, Spill section and other establishment present at head spill to watch and control the situation for operating the breaching section. The executive engineer, development division no. 1 Sidhnai will supervise the situation and remain vigilant about the critical gauge, provided at RD: of Left Marginal Bund. As soon the gauge hits the critical level i.e and the river is still in rising condition, the requirement of operating the breaching section be established 15

18 the rising/falling condition of the river in the forthcoming hours is assessed by receiving 3-hourly gauges from Balloki. As soon as the flood at Balloki reaches at a very high stage and it is still in rising position, flood situation is brought to the notice of Civil Administration and Army authorities so as to inform the public and arrange their evacuation. The operation of the breaching section will be intimated to Army authorities by the executive engineer, Sidhnai Barrage Division at least 12 hours in advance as desired by the commanding engineer, XX for making arrangement to shift their explosive to the breaching site. Similarly, the Civil Administration is also informed about the operation of breaching section at least 12-hours in advance. g. BREACHING COMMITTEE WITH THEIR ACTION PLAN In pursuance of Secretary, Irrigation and Power Department, Lahore Notification No. SO (Floods) VII-3/2003 dated , the following breaching operation committee has been constituted who supervise and carry out physical activities for the activation of the breaching section. i. Executive Engineer, Development Division No. 1 Sidhnai Convener ii. Commanding Officer/ Member Representative of concerned Army Engineers Battalion iii. District Co-ordination Officer/ Member Representative of respective District Administration iv. Representative of Highway Department/ Member Railway not below the rank of BS-18 All concerned should be informed before operation the breaching section and it is duty of the executive engineer, development division no. 1 sidhnai to inform all the concerned. 1. Secretary to Government of the Punjab Irrigation & Power Department Lahore 2. Chief Engineer, Irrigation Multan Zone, Multan 3. Chief Engineer, Irrigation Zone, Faisalabad 4. Chief Engineer Drainage & Flood Zone, Lahore 5. Flood Relief Commissioner, Lahore 6. Superintending Engineer, Development Circle, Multan Irrigation Zone Sahiwal 7. Director Floods, Lahore 8. Executive Engineer Trimmu Barrage Division Trimmu 9. District Co-ordination Officer Toba Tek Singh 10. District Co Ordination Officer Khanewal 11. District Police Officer, Tobe Tek Singh 12. District Police Officer, Khanewal 13. Eexecutive District Officer (Works & Services), Toba Tek Singh 14. Executive District Officer (Works & Services), Khanewal 15. All Sub Divisional Officers employed on watching 16. All Sub Engineer on duty at Sidhnai Barrage 17. Executive Engineer, WAPDA Electricity, MEPCO Mian Channu 18. Divisional Engineer, Telephone, Khanewal 19. Executive District Officer, (Health), Khanewal. h. LIST OF VILLAGES LIKELY TO BE INUNDTED IN CASE OF BREACHING i. As indicated on the map as well water escaping from the activated breaching section and spill channel will flow along Right Bank of Spill channel, will cross Multan Jhang Road at about 85 Km from Multan breaching Tail portion of Koranga Disty and thus joins river Ravi after traveling a distance of about 20 miles. The flood water flowing on the right as mentioned above will inundate/damage an area of about 84,000 acres and the villages abadies and other infrastructures, like roads and embankments detailed as under:- 16

19 1. Chak no. 8-D,9-D,11-D & 10-G 2. Waliayatpur 3. Tiba Jhenderian 4. Dogar Malang 5. Tail Koranga Disty 6. Railway track connecting Abdul Hakim Jhang 7. Metalled road linking Sidhnai Barrage to Pir Mehal 8. Metalled Road Linking Kabirwala-Jhang Towns A population of about 8000 people will be effected. i. ANNOUNCEMENT AND DETAILS OF EVACUATION ARRANGEMENTS Since time lag for the floodwater to reach from balloki to Sidhnai Barrage is 78-hours, irrigation Department has sufficient time to inform Civil Administration about the flood situation for warning the civil abadies, their evacuation and other protective measures. j. DETAILS OF COORDINATION WITH CIVIL/ARMHY AUTHORITIES The flood activities of Development Division No. 1 Sidhnai is entrusted to XX Battalion. Under the control of a Lt Colonel. The irrigation Department has full coordination with the XX Battalion regarding all the activities of the flood. k. PARALLEL COMMUNICATION ARRANGEMENTS Development Division No. 1 Sidhnai linked up with the Wireless system installed at Sidhnai Barrage,. Independent wireless sets have been fitted in the vehicles of the executive engineer and the sub divisional officer in-charge of the Barrage. Additional wireless sets will demanded as per requirement during emergency. 17

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