The Bhakra Beas Management Board (BBMB) is in the process of commissioning a detailed technical study by foreign consultants after the main wall of the Bhakra Dam recently recorded outward deflection beyond its design reference limit, bringing one of India’s most important dams under renewed structural scrutiny ahead of the monsoon. According to official records, Bhakra Dam recorded a maximum deflection of 1.1770 inches on 19 November 2025, against the non-seismic design limiting value of 1.03 inches. By 10 March 2026, the deflection had reduced to about 0.9623 inches, suggesting that the movement may vary with reservoir pressure. However, officials said the seismic design reference allows a higher tolerance than the non-seismic limit. According to BBMB, while the non-seismic design limiting value is 1.03 inches, the dam’s seismic design value is around 1.53 inches. Built on the Sutlej river near the Punjab-Himachal Pradesh border, the 740-foot concrete gravity dam is central to irrigation, drinking water supply, hydropower generation and flood management across large parts of northern India. The dam was also key to India’s agricultural revolution, which resulted in bumper crop production in parts of Punjab. Bhaskar English contacted Er. Neeraj Chauhan from the Bhakra Beas Management Board, who said that as of 5 June, the deflection was recorded at 0.72 inches, which was within the non-seismic design limit of 1.03 inches. Is the deflection reversible or permanent? Member of Parliament Anurag Thakur had also raised questions on the structural deflection in Bhakra Dam in Parliament on 19 March 2026. Er. Neeraj Chauhan said the deflection is not a new phenomenon and has been observed at Bhakra Dam for several years. He explained that the movement is linked to pressure on the dam structure and generally returns to the normal range when reservoir pressure reduces. Chauhan added that such deflection has been monitored since 1995, and the latest readings should be seen in that historical context rather than as a sudden new development. To study the deflection in detail, BBMB has roped in the Indian Institute of Technology Roorkee. An MoU was signed between BBMB and IIT Roorkee on 25 February 2025, for cooperation in the field of dam safety and rehabilitation. Why the numbers matter In simple terms, deflection means the dam wall has moved slightly outward under pressure. Engineers say such movement is not unusual in large concrete dams, especially when reservoirs are full. However, pre-monsoon deflection beyond the design limit raises concern because the dam is not operating at its full reservoir capacity. When movement crosses the design reference limit, it requires close monitoring and deeper investigation. The issue becomes more sensitive because Bhakra’s reservoir, Gobind Sagar, has reportedly not been drawn down to its designated minimum level for several years. This means the dam wall may have remained under continuous water pressure for long periods. The reservoir is also facing a serious siltation challenge. Reports and assessments have pointed to heavy sediment accumulation in Gobind Sagar, reducing effective storage and making reservoir management more difficult before heavy monsoon inflows. Bhaskar English asked Er. Chauhan if BBMB plans to carry out a de-siltation drive before the monsoon. He said tenders have been issued and the process is in the pipeline. Monsoon makes the issue urgent The timing of the development is significant. The monsoon is the period when Bhakra receives heavy inflows from its catchment. During this time, dam managers have to maintain a difficult balance between storing water, controlling pressure on the structure and avoiding sudden downstream releases. If the reservoir remains too full, pressure on the dam and flood-cushion concerns increase. If large volumes are released suddenly, downstream districts in Punjab and Haryana may face flood risk. A technical committee meeting of BBMB, which includes all stakeholders, will be held to decide the next course of action. Concern is not new Bhakra’s deflection has been discussed before. In 2010, officials had acknowledged nearly one-inch movement in the dam structure but said there was no threat to its stability. Records linked to dam-safety discussions show that Bhakra’s increasing deflection trend had been flagged earlier and that detailed investigation was considered necessary. Minutes of the 36th meeting of the National Committee on Dam Safety, held in January 2016, show that the Central Water Commission had already flagged an increasing trend in the dam’s maximum deflection over the years. The committee had asked BBMB to carry out detailed investigations and provide data for FEM modelling to assess the dam’s structural behaviour. The minutes also recorded that the matter had already been delayed for three years or more at BBMB’s level, with the CWC chairman observing that “deflection is a serious issue and needs to be addressed on priority.” India’s ageing dams are a cause for concern India’s scrutiny of Bhakra Dam comes within a larger national dam-safety push, as the government has acknowledged that ageing infrastructure, sedimentation, changing water patterns and climate variability are emerging risks for old dams. A PIB backgrounder says India has 6,628 specified dams, with more than 26% over 50 years old, and that DRIP Phase II and III, a ₹10,211-crore programme covering 736 dams, includes Bhakra Dam among the major structures planned for safety improvement. Post navigation Police arrests cook in Delhi hotel fire case:Authorities claim he fled first and cut power causing electronic doors to lock Israel reportedly spying on Trump administration:Pentagon on high alert for serious intelligence threat; Israel denies claims as false