Will Mullaperiyar Dam Break? Some Engineering Truths


Posts from "Mullaperiyar Dam: Fearmongers and Scientific Temperament" series:

Table of contents:

Through this article I try to explain some engineering truths about Mullaperiyar Dam, as a follow up to my previous article.
License: This article is licensed under the Creative Commons Attribution-ShareAlike 4.0 International (CC BY-SA 4.0) license.

Preface

I am repeating my claim that I am neither a dam safety expert nor someone who can vouch for the competency of people who explain the dam will break. Expert studies are available from IITs and other institutions who studied the matter. I am also not neither demanding the dam be decommissioned or to be retained, let the experts decide. Here all I am trying to do is educate society on the certain technicalities of the dam, which will help you identify the fearmongers and their personal goals. With the little Civil Engineering knowledge I have and the research I made, stating some facts about the dam, its engineering and technology. The intention is to help society think more scientifically(not pseudo-science) and increase the scientific temperament. Also, I am not getting into the integrity and logic of the lease agrement made between the two states.

If you have not read There is a Bend on Mullaperiyar Dam? Is Google Map True? the first part of this article please read it as well.

Dam Structure

Mullaperiyar Dam is a Gravity Dam which became operational in 1895, 129 years before (as of the article’s publish date). Does it mean the dam is old enough to decommission?

Layout of how the water flows from Mullaperiyar to Vaigai river
Layout of how the water flows from Mullaperiyar to Vaigai river

Let’s understand what is a dam. A dam is any structure which holds the water behind it. Usually, the dams are built near the areas with the least cross-sectional areas to optimise the construction of additional structures. The water behind it is called the reservoir. The dams may or may not have gates(openings) to control the outward flow of the water. For those who don’t have the gates on the dam structure, there will be an adjacent dam or some other mechanism capable of controlling the outward flow of the water. Ex: Idukki Arch Dam, Cheruthoni Dam, Kulamav Dam, and Kulamavu Saddle Dams together consist of the reservoir catchment area of 650 Sq km (527 Sq km for Idukki-Cheruthoni + 123 Sq km for Kulamavu). Here the gates or shutters are present only in the Cheruthoni Dam.

Gravity Dam

Gravity Dam is a dam structure built across a waterway to hold the water, utilizing its weight. This means a gravity dam stops the pressure exerted by the water from upstream by the weight of the structure. Gravity dam structures are hence bulky with huge self-weight. While designing a dam structure there is a set of forces considered such as

  • Hydrostatic Force
  • Vertical Load (Self-Weight)
  • Base Pressure
  • Seismic Forces
  • Thermal Expansion and Contraction
  • Wind Loads
    Where everything is pretty self-explanatory. The dam foundation majorly has to withstand the load of the dam(self-weight). I am going to touch upon the one with the major impact which is Hydrostatic Force.

Hydrostatic Force

Hydrostatic force on a dam is the total force of the water pushing against the structure. The deeper you go stronger the force as the water column above increases. Hence pressure is at the bottom so as we can see the width of your dam base is huge and heavy. The thickness of the dam at the base and the angle of the upstream face are key design elements here and not the width of the water column.

Hydrostatic force acting on a gravity dam
Hydrostatic force acting on a gravity dam

The figure above explains the force exerted by the water on the gravity dam. This can be summarised as only the height of the water in the reservoir has impact on the force over the dam, while the volume of water in the reservoir doesn’t matter, be it 1m or 100km. Generally the self weight of these dams are multiplied with factor of safety (1.5-2 times), making it way higher than the pressure of water.

What is a Surkhi Mix?

“Mullaperiyar Dam is not made of Concrete it is Surkhi Mix and it is unsafe” - this is a common misconception people possess over the years. But the truth is that none of them exactly knows what the Surkhi Mix is! Surkhi is not a substitute for cement. Surkhi mix is a traditional construction material used in India made by mixing lime with burnt clay, brick dust, or powdered bricks. The mixture is used as a mortar or plaster, particularly in historical structures. Surkhi has been favoured for its durability, workability, and resistance to weathering, and it is known to improve the compressive strength of lime-based mortars.

Here is a comparison of the components of Surkhi mix and M30 grade concrete:

Component Surkhi Mix M30 Grade Concrete
Coarse Aggregate Typically not used or used minimally Crushed stone or gravel
Fine Aggregate Surkhi (powdered burnt bricks) Sand
Water Water Water
Binder Lime Portland cement

Here is a table giving the components used in ordinary Portland Cement and Surkhi Mix

Component Common Name % Used in Portland Cement % Used in Surkhi Mix
Calcium Oxide (CaO) Lime 60-67% Varies
Silicon Dioxide (SiO₂) Silica 17-25% Present
Aluminum Oxide (Al₂O₃) Alumina 3-8% Present
Ferric Oxide (Fe₂O₃) Iron Oxide 0.5-6% Present
Magnesium Oxide (MgO) Magnesia 0.1-4% Low
Sulfur Trioxide (SO₃) Sulfate (added as gypsum) 1-3% Absent
Other Components Various 0.5-5% Varies

In Surkhi mix, the proportions of these compounds can vary depending on the source of the materials used (e.g., brick dust, burnt clay).

From the above tables we can understand the usage of Surkhi Mix is not reason to say the structure is unsafe. Surkhi Mix has lime, a major component (~70%) used in the cement, the mortar components are almost same.

Still not convinced?

Here is a list of 10 oldest operational dams worldwide that were constructed using surkhi mix and have a height above 30 meters:

Name Location Material of Build Height Year of Build Purpose Age of Dam Current Operational Status Designed Lifespan
Mullaperiyar Dam Kerala-Tamil Nadu, India Stone Masonry with Surkhi Mortar 53.6 meters 1895 Irrigation, Water Supply ~129 years Operational Originally designed for 50 years, extended with maintenance
Aswan Low Dam Aswan, Egypt Stone Masonry with Surkhi Mortar 36 meters 1902 Irrigation, Water Supply ~122 years Operational (modified) 100+ years
Krishnarajasagara Dam Karnataka, India Stone Masonry with Surkhi Mortar 39.8 meters 1931 Irrigation, Water Supply ~93 years Operational 100+ years
Mettur Dam Tamil Nadu, India Stone Masonry with Surkhi Mortar 66 meters 1934 Irrigation, Water Supply ~90 years Operational 100+ years
Kangaroo Creek Dam New South Wales, Australia Concrete with Surkhi Mix 47 meters 1958 Water Supply, Flood Control ~66 years Operational 100+ years
Maithon Dam Jharkhand-West Bengal, India Stone Masonry with Surkhi Mortar 50 meters 1957 Flood Control, Irrigation, Hydroelectric ~67 years Operational 100+ years
Bargi Dam Madhya Pradesh, India Stone Masonry with Surkhi Mortar 69 meters 1988 Irrigation, Water Supply, Hydroelectric ~36 years Operational 100+ years
Pykara Dam Tamil Nadu, India Stone Masonry with Surkhi Mortar 43 meters 1932 Hydroelectric ~92 years Operational 100+ years
Sukhna Dam Chandigarh, India Stone Masonry with Surkhi Mortar 36 meters 1958 Flood Control, Irrigation ~66 years Operational 100+ years
Upper Kolab Dam Odisha, India Stone Masonry with Surkhi Mortar 55 meters 1976 Irrigation, Hydroelectric ~48 years Operational 100+ years

In Mullaperiyar Dam the Surkhi Lime Mortar is used as the binding material to hold the masonry. Even if the surkhi mortar erodes the dam will not break all of a sudden. As explained above the dam can hold the water with the weight of the masonry. This doesnot certify that the dam is safe and will not break even after the surkhi erodes. The water seepage happens through the masonry blocks and that dam losses lesser weight due to the uplift force by the seepage water, and fails. But this process requires a longer period to happen.

Seismic Safety

“The Mullaperiyar Dam is in Seismic Zone III” - another statement by the fearmongers. Lets do a fact check on this. Yes, not only Mullaperiyar Dam but the whole state of Kerala is in the Seismic Zone-III. In India Seismic Zones are defined by the Bureau of Indian Standrads (BIS) and is mentioned in the Indian Standards Code IS-1893 (Part-1) : 2002 - June 2002,Criteria For Earthquake Resistant Design Of Structures. In its fifth revision it combined zone II and zone II into one and name as zone II. Hence theoretically India now has only 4 zone starting from zone II (least risk), zone III, zone IV and zone V (highest risk). The map below shows the zone wise division of the Indian subcontinent.

Seismic Zones of India as per IS-1893
Seismic Zones of India as per IS-1893

The studies shows there are no valid proofs or extensive studies done on the region for the Reservoir-Triggered Seismicity (RTS). Though Idukki and Sholayar reservoirs are the list as per a journal paper (referenced below), it says there are no extensive studies done on those.

Table Showing Reservoir-Triggered Seismicity
Table showing Reservoir-Triggered Seismicity. Source: (Seismic Safety of Dams in India by B.K.RaStogi)

The map below shows the past historic earthquakes(as per Geological Survey on India records) happened in the district, none of it is near the Mullaperiyar Dam.

GSI recorded Earthquakes around Idukki
Geological Survey of India recorded Earthquakes around Idukki and Mullaperiyar dams

Epicenters of historic earthquakes as per IS 1893 : 2002
Epicenters of historic earthquakes as per IS 1893 : 2002

As per my knowledge there are no equipments installed at the Mullaperiyar Dam to know the seismicity in the region, we have some equipemnts installed at the Idukki Dam. Having such equipments help us in identifying the slightest of the tremors very closely and studied, helping us to know the trends and actions can be taken before its been too late.

BIS Seismic zones in are defined considering the following factors

  • Historical Earthquake Data
  • Geological and Tectonic Features
  • Soil Type
    Analysing the factors we can understand these are the major reasons for an earthquake, hence lower the zone number lower the possibility of earthquake

Can Dams be Repaired?

“Repairing Dams! Have you ever heard of such things? If structures surpass their design age, they should be decomissioned. This was another statement which was passed by the pseudo experts to create the panic. The table below shows some famous strcutures around the world which are operational even after their design life span after proper retrofitting measures.

Structure Location Completion Year Original Design Life Retrofitting Details
Brooklyn Bridge New York, USA 1883 Not explicitly stated (typically 50-100 years) Multiple retrofitting projects, including cable reinforcement, deck replacement, and structural upgrades for modern traffic.
Golden Gate Bridge San Francisco, USA 1937 Approximately 100 years Seismic upgrades including shock absorbers, tower and cable strengthening to withstand earthquakes.
The Colosseum Rome, Italy 80 AD Unknown (built for long-term use) Structural supports and modern material additions over centuries to preserve it as a historical monument.
Eiffel Tower Paris, France 1889 20 years Structural reinforcements, elevator additions, and iron element replacements to protect against rust and maintain stability.
Tower Bridge London, UK 1894 Typically 120-150 years Replacement of hydraulic system with electro-hydraulic system, roadway reinforcement, and various structural upgrades.
Akashi Kaikyō Bridge Japan 1998 100 years Seismic retrofitting to improve earthquake resistance and meet evolving safety standards.
Sydney Harbour Bridge Sydney, Australia 1932 Approximately 100 years Steelwork strengthening, road deck replacement, and installation of modern safety features.
Hoover Dam Nevada/Arizona, USA 1936 Typically 50-100 years Structural reinforcements, spillway improvements, and updates to electrical generation systems for continued operation.
Grand Coulee Dam Washington, USA 1942 50-100 years Modernization of turbines, upgrades to power generation systems, and structural reinforcements to extend operational life.
Aswan High Dam Aswan, Egypt 1970 Approximately 100 years Ongoing maintenance and retrofitting to address sedimentation issues and to enhance the dam’s structural integrity.
Bhakra Dam Himachal Pradesh, India 1963 100 years Seismic retrofitting, spillway upgrades, and modernization of power generation facilities.
Nurek Dam Tajikistan 1980 Approximately 100 years Upgrades to improve seismic resilience and power generation efficiency; spillway improvements.

Retrofitting is the branch of engineering which deals with the strengthening of structures and making it operational. Structures which are not to be feasible to retrofit are decommissioned, and that is the more sustainable way.

Here is a table showing Indian Standards providing guidelines for retrofitting of structures.

Guideline/Standard Code/Year Focus Area Key Retrofitting Practices Covered
Seismic Evaluation, Repair and Strengthening of Masonry Buildings – Guidelines IS 13935:2009 Seismic retrofitting of masonry buildings Techniques for strengthening masonry structures, including general repairs for improved structural performance.
Code of Practice for Plain and Reinforced Concrete IS 456:2000 General concrete repair and retrofitting Use of additional reinforcement, shotcreting, and techniques to enhance the strength and durability of concrete structures.
Guidelines for Structural Audit, Repair, Restoration and Retrofitting of Buildings IS 15927:2010 Structural audit and retrofitting of buildings Structural audits, identification of deficiencies, design and implementation of retrofitting strategies for structural components.

Is Mullaperiyar Dam Strong?

I was not able to find the original design document or dam operation manual of the Mullaperiyar Dam, hence all the information here is based on secondary sources. We have seen what is a Gravity Dam and Surkhi Mix Conctere is in detail. We have also seen structures made safe and operational through retrofitting around the world.

Mullaperiyar Dam was repaired using cable anchors and RCC concrete cap as part of the retrofitting of the dam. It is also observed that reports on improper or incomplete methods of cable anchoring were raised by Kerala state. Kerala and Tamil Nadu appointed various institutions to study on the dam and prepare reports that are also one-sided majorly favouring the views of appointed parties.

The issue of Mullaperiyar Dam is a matter of importance and has to be dealt with utmost scientific way and not politically or emotionally. As said “Water for Tamil Nadu and Safety for Kerala”, the solution should be comprehensive to solve concerns of both sides. Hence a combined technical committee from both Kerala and Tamil Nadu should be appointed to study the present condition, and operation of the dam and publish the results from time to time. Only then someone can say about the safety of the dam. One thing is sure the Mullaperiyar dam is not as dangerous as it is spread on social media by the fearmongers. But it is a serious matter to be monitored and called for action.

Some References

There are a lot of technical documents and references listed below, for people who want a crisp fact check and explanation beyond the article at least watch the 2 YouTube videos added below.

  1. Surkhi Mix
    1.1. IS 2250: Code of Practice for Preparation and Use of Masonry Mortars
    1.2. Punjab PWD secification on surkhi
    1.3. UltraTech Cement Article on Surkhi
  2. Dam Safety Manual by Central Water Commision (CWC)
  3. Seismicity
    3.1. Study on Reservoir Triggered Earthquakes
    3.2. SDMA visit report 2011
    3.3. An Old Study on Idukki Reservoir
    3.3. Seismic Zones of India - Press Release
  4. Idukki Dam Operational Manual
  5. New Mullaperiyar Dam
    5.1. DPR
    5.2. EIA for new Dam
  6. Supreme Court verdict of Mullaperiyar
  7. On Ministry of Water Resources and River Development Website
  8. YouTube Videos (Malayalam)
    8.1. Fact Check about Advocate’s fearmongering by Saji Markose and Sunitha Devadas
    8.2. About Gravity Dam by Science 4 Mass

Any Comments on the article? Let me know @arkarjun or @Medium.

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