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Khawaja Zaheer Ahmed - PDMA

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einforces the public view that it did not overtop in 2010,<br />

but contradicted the after thought of CE Guddu that it<br />

had not been attended since 1976.<br />

xiii) Appendix II specifies formulae based measurement of the<br />

speed of water arrival, time lag from various locations, flood<br />

prediction techniques. Para 4 in this part deals with flood<br />

warning regarding flood peaks, to assess the downstream<br />

discharges to be communicated to Provincial Irrigation<br />

Secretary. The anticipated discharge for downstream Guddu<br />

is estimated at 600 000-1,200,000 cusecs in the Manual, the<br />

ceilings for downstream Sukkur and Kotri are reduced by<br />

100,000 cusec each, at 600,000-1,100,000 cusecs, and<br />

400,000-1,000,000 cusecs, respectively. The Manual<br />

specifies that as soon as the discharges at the three<br />

barrages cross the minimum threshold levels, the Secretary<br />

Irrigation shall be informed for further directions. In our<br />

view, this part of the Manual, read with chapter XIII<br />

obligations, was most crucial at critical stages of<br />

decision making during the 2010 Flood.<br />

xiv) Appendix IV provides history of breaches in two major<br />

bunds subject matter of inquiry, Tori Bund breached for 19<br />

times during 1904 up to 1996 and their causes: 16 cuts in<br />

MS Bunder Bund during 1919-1988 and 5 cuts in Aliwahan<br />

(1976).The breaches after independence are well<br />

documented. It also shows the bunds that received<br />

prioritized attention and funds.<br />

xv) Appendix V of the Manual deals with miscellaneous but<br />

specific river works relevant for Sindh Province, including:<br />

Feasibility of Flood control measures; Revetments, Cement<br />

stabilized soil revetments and Use of tree groynes. And<br />

Page 139 of 211

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