Page 160 - Muzaffargarh Gazzetteer
P. 160

A  committee  with  following  membership  was  later  notified  to  operate
               aforementioned breaching sections:

                 Deputy Commissioner                                          Convener
                 Representative  of  the  department  owning  the  structure.  (Not  Member
                 below the rank of an Executive Engineer or equivalent)
                 Executive Engineer, Communication and Works Department       Member
                 Executive Engineer concerned of the Irrigation Department    Member
                 Representative  of  Pakistan  Army  not  below  the  rank  of  a  Lt.  Member
                 Colonel

               As per SOPs of the breaching committee, when the gauge fixed at 16th right
               pier of Sher Shah Railway Bridge touches R.L. 393.50, Sher Shah breaching
               section on left side of River Chenab is to be operated. If no relief is obtained
               and gauge of Sher Shah Bridge keeps on rising, breaching section of Doaba
               Flood Bund is to be operated.
               During the 2014 flood, due to the rise of gauge above RL:393.50 breaching
               committee  requested  Army  authorities,  NHA  authorities  and  Pakistan
               Railways  to  operate  breaching  section  on  September  14,  2014.  After
               operation  of  breaching  section  maximum  78000  cusecs  discharge  passed
               through the section. It remained operative till September 20, 2014.

               Indus River
               At Taunsa Barrage, various stages of flood for River Indus are as follows:

                        Discharges                           Flood Stage
                        (Lac cusecs)
                        Below 2.5                            Normal
                        2.5 or above but below 3.75          Low
                        3.75 or above but below 5            Medium
                        5 or above but below 6.5             High
                        6.5 or above but below 8             Very High
                        8 or above                           Exceptionally High

               2010 Flood
               An Exceptionally High Flood was witnessed in August 2010 with a discharge
               of 1085601 cusecs  downstream at Taunsa  Barrage. The  duration  of flood
               remained for the period of about 22 days. The heavy pressure of flood was
               particularly experienced on left side leading to the breach of Left Marginal
               Bund of Taunsa Barrage. The flood water flowed freely on the country slope
               and  inundated  vast  areas  of  Kot  Addu,  Sinawan,  Mehmoodkot,  Gurmani,
               Qasba  Gujrat  and  Ghazi  Ghat  Town.  A  relief  cut  at  RD:  125800/L
               Muzaffargarh Canal was made to release and divert flood water into Chenab
               River. The pressure of flood water was so severe that Muzaffargarh Canal got
               breached  at  12  points.  All  in  all,  the  2010  floods  caused  unprecedented
               damage to public as well as private properties and infrastructure.

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