Seismic factor goes against Kalabagh
By Fatehyab Ali Khan
THIS article is not a comment on issues pertaining to the rights of riparians and the political and social repercussions of the construction of dams. The main aim of this endeavour is to highlight the technical, environmental and scientific aspects of the Kalabagh debate.
The Technical Committee on Water Resources, headed by A.N.G. Abbasi, has made it clear in its terms of reference that reservoirs and the status quo of their distribution in the country are unjust and contribute to further deterioration of water resources. The report fails to elaborate on the silting of the Mangla and Tarbela dams. Most importantly, it does not discuss why Kalabagh will not face the same spectre of silting. Instead, the report wrangles with superfluities and omits important issues.
There were two factors in choosing Tarbela and not the Kalabagh site for the Indus Basin Project in the 1960s. First, the sediment problems at Kalabagh were more serious than those at Tarbela. Second, according to some estimates, Kalabagh would last only 35 years and it would not be possible to raise it further, but Tarbela’s first stage would last 47 years, and this could be prolonged to 85 years by raising the dam to its full height. The possibilities of off-channel storages up to 32 MAF would also be available for Tarbela but none for Kalabagh. Wapda’s chief engineer, therefore, concluded that although neither site was attractive, Tarbela was less unattractive than Kalabagh.
Many years later, Lt. Gen. Emerson C. Itschner, former chief of corps of engineers in the US army, and who was chief technical adviser for the Indus Basin Project from 1961 to 1964, wrote in 1966: “So much controversy has centred around Tarbela Dam that I feel that comment is appropriate. Tarbela definitely is not a good dam site and I doubt that it would be built in the United States. We must recognize, however, that Tarbela is the best site available in the Indus, which will meet the requirements of the Indus Basin Project.” (Aloys Arthur Michel, The Indus Rivers.).
Ayub Khan’s government bowed to World Bank pressure and built a dam at Tarbela. Four decades later, the present government should not commit a bigger blunder under persuasion from the World Bank and other lending institutions.
When a serious search for storage sites on the Indus began after independence, seven or eight sites were identified. The main considerations were storage capacities and sedimentation loads. The highest of these sites was at Skardu, the second site at Kotkai. Attock was also viewed as a favourable site. But these were discarded owing to difficult access, sedimentation problems and other technical reasons.
The choice was restricted to Kalabagh or one of three sites in the vicinity of Tarbela. The sedimentation rates at both places were investigated. It was estimated that a dam at Kalabagh would impound about 230,000 acre feet of silt per year, while one at Tarbela (above the Kabul confluence) would collect only 90,000. But later it was assessed that the deposition at Tarbela would be 129,000 acre feet or more per year. Michel states that the best Tarbela site appeared to be the one farthest downstream, at Bara, where approximately 11 MAF of gross storage could be obtained compared to only 8 MAF (without destructive flooding) at Kalabagh and the Bara. The Tarbela site was therefore selected.
According to Ali Hamza Kazmi, an expert on earth sciences, the Kalabagh site is located in a highly seismic zone near an active fault, and the underlying rocks are likely to contain numerous fractures, causing the reservoir water to vend its way through the catacomb of fractures and discharge at the lowest point around the reservoir and the Indus river. By the time these springs sprout, their water would be saline, affecting the crops.
Thick deposits of rock salt, a natural asset, occur at Kalabagh on the surface. They slope downwards to the north and underlie the entire Potwar Plateau and the probable reservoir area. At the dam site, the salt bed is expected to be about 2,500 metres deep.
Salt is the weakest of rocks and starts flowing under very low pressure. At present, these deposits are in a state of equilibrium. Under the extreme load of the reservoir, this equilibrium will be upset. There is every possibility that the buried salt bed may slip causing surface cracks and damage to the structure of the dam.
Reservoir induced seismicity (RIS) is now a well-established phenomenon. Observations worldwide have shown that at some locations the construction of high dams has increased the seismicity of the region and produced earthquakes of up to 6.0 on the Richter scale. The life of the Indus, like that of any river, is closely tied to its stream flow, which constantly fluctuates. Damming a river and altering its flow pattern generates a number of physical and biological impacts.
Damming the Indus has caused a number of environmental problems. The silt, which was deposited in yearly floods and made the Indus floodplain fertile in Punjab and Sindh, is now being held behind the dams. Silt deposited in the reservoir is lowering the water storage capacity of Manchar and other lakes and of wetlands like Haleji. Poor irrigation practices are leading to water-logging and bringing salt to the surface.
Fishing in the sea has declined following dam construction because nutrients that used to flow down the river to the sea were trapped behind the dams. The erosion of mangroves as barriers has made Karachi vulnerable to natural calamities. The delta itself, no longer renewed by Indus silt, has lost much of its fertility. The unique brick construction industry of Sindh, which uses delta mud, has been severely affected. There has also been significant coastal erosion.
The use of artificial fertilizers, supplied by international corporations, causes chemical pollution which natural silt does not. Indifferent irrigation control has led to water-logging and salinity that have damaged farmlands, a problem complicated by the reduced flow of the river below Kotri, which allows salt water further into the delta. The dams on the Indus have also had a negative impact on the fertility of fish stock in the sea.
According to WWF, “some dams are still built based on dubious economic arguments, without considering all alternatives, without transparent processes and without adequately addressing serious environmental and social impacts”, even though the government and international donors realize the problems.
Although the number of organizations which are concerned with the safety of dams has grown, mega dams are still emerging as unsuccessful projects. In the context of the proposed Kalabagh dam, two examples will give the reader an idea of the gravity of the risk involved in any hasty decision-making about water resource management, particularly in a developing country. In Afghanistan, a modern canal irrigation system in the Helmand Valley was introduced without any consideration of the possibility that the land might become saline. Ten years after the start of the project, five million acres out of 23 million acres have been lost to salinity and water-logging, with a further 50,000 to 100,000 acres rendered unproductive annually.
Teton Dam in Idaho, US, collapsed in 1976, causing a billion dollar loss. The dam was under construction even though feasibility and design studies were not finalized. The best possible solution available to stop desertification is creating artificial rain as in parts of the US, Australia, Africa and China. In this process, moisture-heavy clouds are injected with silver iodide particles to enhance rainfall across the targeted area. The advantage which Pakistan enjoys is the easy availability of this technology from its close ally China, which has been utilizing this option with tremendous success. Pakistan has also successfully experimented with artificial rain.
If the young scientific community of Sindh starts utilizing artificial rain technology for the benefit of its province only, the rest of the country will be starved for rainfall. Thus, it is imperative for the government to manage available resources on the basis of consensus and for the benefit of all.
The government, builders and financiers of large dam projects need to take all positive and negative aspects of the proposed plans into account before embarking on the construction of the Kalabagh dam. Otherwise, they will face growing public backlash from the unacceptable economic, human and environmental costs of badly planned dams. They must in particular: — Assess needs and options more comprehensively, with particular attention to options for managing the demands for water and power to minimize the need for new dams. — Consider construction of dams only after environmental assessment to ensure that whole river basins are managed in a sustainable way. — Ensure that, wherever feasible, existing dams are retrofitted to increase power generation and other economic benefits, while reducing negative social and environmental impacts.
The development of new dams, in accordance with the concerns outlined here, is the best way to ensure that they really deliver the benefits. If vital decisions are taken without consensus and imposed upon the country, the consequences will be devastating.
In conclusion, a reference to the political utterances of various party leaders. They are subjective, short-sighted and ill-advised. Not even an expert can give a credible opinion on the construction of a dam simply through an aerial view of the proposed location.
But Prime Minister Shaukat Aziz has done just that and has maintained that the area chosen by the government for the Kalabagh dam is naturally fit for the project, as four rivers converge there and the resulting narrow waterline is ideal for the construction of a dam. Needless to add, geo-hydrology is the first factor to be studied before even starting such a project, let alone undertaking a subsequent scientifically authentic study taking all geographic characteristics of the area into account.


