Pakistan: Fighting the Floods
- Hundred Years Floods: This is one in a lifetime flood and 1929 flood in Indus was taken as a yard stick however both 2010 and 2014 floods have been no less. The scientists and engineers may have to redraw their parameters due to climate change etc. Exceptionally very high level flood warnings are increasing and recurring more often.
- Five Years Floods: These recur more often and the quantum of floods is affected by the El-Nino and La-Nino factors. Normally high flood level warning is reached and the water does not cause outside the river bed or katcha areas.
- Yearly Floods: These recur every monsoon and the water level touches high flood level for a couple of days and then subsides. Sometimes the flood water is not enough even to fill the Tarbela and Mangla Dams. The damaged caused is insignificant only in the river course.
Fig 1: It describes the Indus Basin Rivers/Canals & Link Canals Layout
Having studied the main reasons which cause floods lets analyze the countermeasures. There is definitely a requirement to take action in number of fields.
Water Diverion Projects: The excessive flood waters can be diverted conveniently to areas where it will not cause devastation and can even be helpful in re-invigorating the local hydrographic environment. The flood water escapes mentioned below will be controlled by regulators/spillways and take the water in a controlled manner to the desired areas.
Ravi: Although it starts touching Pakistan border at Abial Dogran in Shakargarh then runs alongside international border and enters fully into Pakistan at Ravi Syphon upstream of Lahore.
Regulator at BRB Syphon at Lahore: First place where a sizable quantity of flood waters can be diverted is as soon as it enters the borders, the excess water could be diverted into the Wagha Drain going all the way to Sutlej River. The drain needs to be dredged and widened and its capacity developed to carry at least upto 10,000 cusecs. It will also entail making a small regulator on Ravi at syphon.
Balloki-Sulaimanki Link Canal: Its capacity to take water from River Ravi at Balloki to River Sutlej at Sulaimanki can be increased further by dredging and increasing its width.
Sidhnai-Mailsi Link Canal: In reality this starts from Chashma to Jhelum then from Rasul to Qadirabad, thence from Trimmu to Sidhnai and finally takes the Indus waters to Bahawalpur by syphoning across Sutlej River near Mailsi. A feasibility of using this system or enlarging its scope to be also utilized as a floods mitigating network should be undertaken to decide how much water can be diverted.
River Chenab: The devastation carried out by this river has been maximum. It can be tamed to a large extent by either diverting some of its flood water through the link canals as mentioned above or construction of escapes to let the water flow into the un-inhabited areas of Thal desert.
Trimmu Escape: An escape to carry 50,000 cusecs of water from upstream of Trimmu Barrage to general area of thal can dissipate the strength of water to a large extent.
Muhammad Wala Bridge Escape: Another escape upstream of T-P link full into River Chenab again of approx. 50,000/-cusecs to let the water flow into Khudai Ranges will off set the flood danger to Multan and Muzaffargarh.
These escapes were already utilized in a functional manner by blowing up the dykes and allowing the water to go to lesser inhabited areas to save more heavily populated areas in the recent 2014 floods.
Fig 2: A google view of plains of Punjab with Thal Desert in Centre where a huge amount of flood waters of Indus, Jhelum & Chenab Rivers can be diverted:
River Sutlej: There areas number of places where River Sutlej flood waters had been diverted towards cholistan desert in the past. However there is no proper mechanism for this purpose:
Sulaimanki Escape: Running from Sulaimanki parallel to the borders can recharge the old Ghagra/Hakra River bed.
Head Islam Escape: Water can be diverted to Tamewali area from Head Islam which is otherwise under-utilized due to provision of water to Bhawal canal from S&M Link Canal.
Mailsi Syphon Escape: This provides the shortest route to divert flood waters into Tamewali desert area.
Escapes can also be constructed to let off the flood waters into cholistan at Israni and a few more places.
River Jhelum: This rivers flood waters are already very well regulated by the Mangla Dam and existence of Dal and Wullar lakes in its upper reaches. The construction of Kishen Ganga and Neelum-Jhelum hydro-electric works followed by Kohala Dam will make this river even more managable. It is only the man made decisions which can worsen and cause devastation as mentioned Brig Simon Saraf’s paper regarding the filling of Mangla Dam in a very short period leaving no cushion for flood waters to be retained for a few days.
This river runs parallel to the Thal Desert from Khushab to its confluence with Chenab at Trimmu. A number of escapes can be made into the Thal Desert upto Trimmu to take the flood waters .
River Indus: Like Jhelum it is also well regulated by the Tarbela Dam, chashma barrage with capacity to hold. Again possibility of construction of 2 to 3 escapes from Chashma to Taunsa on its eastern bank to divert the flood waters into Thal desert should be examined. Early construction of Bhasha Dam and Dasu Dam will further increase the potential to regulate the river.
Coordination Streamlinning: There is a need of achieving much better interaction with upper riparian states both Indian Punjab and IHK to get timely warnings. Water release particularly in Jhelum, Chenab and Ravi should be regulated by a joint mechanism by both countries as part of Indus Basin Treaty.
Reforestation: Massive afforestation projects should be launched with the help of army, volunteers, boy scouts, and college students throughout the country particularly in the upper reaches of these rivers, sub-montane and montane regions. . The river bed or katcha areas to be properly defined and only forests to be allowed to grow there, these areas should be declared as reserve forest.
Protection of River Bed: No population or industry should be permitted in katcha area/river bed. Sutlej and Ravi rivers have been literally reduced to the level of sewage water drains due to this population pressure.
Moratorium on buildings more embankments/dykes. Let the flood waters spread out.
Conclusion: Numerous studies and comprehensive flood commission reports have been prepared over the last 60 years. The last one being Justice Mansoor Ali Khan’s Flood Commission Report on 2010 floods. It is time that we take cognizance of the floods menace and take timely actions. A five years plan to sort out all floodwater issues along with necessary capital works should be undertaken at the earliest. Following sum up the National Flood Control Stretegy.
Better Coordination of all stake holders
Better Regulation of Flood Waters
Better Diversion of Flood Waters to Desired Areas
Fig 3: Comparison Sep 2014 Actual vs Anticipated Flood Discharge
Fig 4: Peak Discharge Pakistan Rivers 1947 to 2010
All data/diagrammes are courtesy IRSA?
Fig 3: Comparative Flood Discharge
Fig 4: PEAK HISTORIC DISCHARGE PAKISTAN RIVERS
River Site 1 2 3 Cusecs Date Flood level Cusecs Date Flood level Cusecs Date Flood level Indus Tarbela 832000 30.7.2010 EH 510000 31.7.89 High 500000 10.9.92 High Attock 979500 30.7.2010 VH 670000 1958 VH 653000 1966 VH Kalabagh 937453 30.7.2010 EH 862000 2.8.76 EH 849245 10.9.92 EH Chashma 1038873 1.8.2010 EH 786600 8.76 VH 689100 29.8.83 VH Taunsa 959991 2.8.2010 VH 789000 1958 VH 675233 7.8.76 VH Guddu 1199672 15.8.76 EH 1172292 13.8.86 EH 1162653 31.7.88 EH Sukkur 1166574
EH 1161000 1976 EH 1130220 9.8.2010 EH Kotri 980329 14.8.56 EH 964897 27.8.2010 EH 826369 25.8.94 EH Jhelum Mangla 1090000 10.9.92 EH 1045000 4.7.59 EH 730000 6.8.58 EH Rasul 952170 10.9.92 EH 876000 5.7.59 EH 860000 11.7.60 EH Chenab Marala 1100000 26.8.57 EH 870795 5.7.59 EH 845090 10.9.92 EH Khanki 1086410 27.8.59 EH 1021018 5.7.59 EH 1000496 10.8.73 EH Qadirabad 948530 11.9.92 EH 878719 26.9.88 EH 873442 28.8.97 EH Trimmu
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