Connecting Adam's Bridge

Adam's Bridge, the collection of limestone shoals between the Mannar Island of Sri Lanka, and the Pamban Island of South India has sparked both the imagination and inventive thinking of many. The closest distance between the two countries-between Dhanushkodi, and Talaimannar is about 30 km, and a bridge connecting the two countries has been a long argued prospect. Such a bridge will be beneficial to both countries in terms of economics and trade. The engineering and environmental challenges of such a construction are overwhelming and a unique Geo-chemical engineering method might hold the answer to this problem.

The Jaffna Peninsula and the surrounding area consists of a Miocene limestone basement and the sea in the area of the Palk Strait is very shallow. This makes it possible to easily construct a permanent causeway between the two countries by connecting the limestone shoals of the Adam's Bridge. Although a simple construction, a permanent separating structure will disrupt the sediment movement through that channel and can be detrimental to fisheries as well. The complete disconnection of the water circulation through the gap can pose significant environmental problems. Building a bridge across the entire span is a possibility that is too costly. Therefore the ideal solution would be to construct a combined, landmass-bridge structure.

http://www.geo.shimane-u.ac.jp/spfs/g_students/mext/08sansfica/Sansfica08_2L.jpg

 To support the construction of a bridge, the existing landmasses or shoals should be elevated. Bridges can be constructed on these elevated landmasses while leaving gaps for the flow of water. Some of these gaps can be dredged deeper to allow for the same volume of water to flow. This could also serve the purpose of a navigable channel for ships as proposed by the Sethusamudram Project. Another prospect is for electricity generation by means of hydro-turbines installed at gaps where the flow of water will be heightened.

It is in elevating these landmasses that the unique geo-chemical engineering method comes into play. Research conducted by Prof. R.D. Schuiling indicates that these landmasses can be elevated in a cost effective manner by injecting Sulphuric acid into the limestone basement. The principle here is that, Sulphuric acid will react with the limestone to produce Gypsum, which has a higher molar volume. Thus, the rock will expand, and this expansion will be accommodated by surface uplift. (R.D.Schuiling, Current Science Vol 86).

This process involves drilling bore holes along the trend of the Adam's bridge and injecting Sulphuric Acid at modest pressures insufficient for hydro-fracturing. The well jointed Miocene limestone is expected to facilitate the migration of the acid through the basement. The acid will be injected to bottom layers of the limestone leaving the top layers unaffected thus avoiding contact with the biosphere and and associated environmental problems.

Prof. Schuiling points out that if industrial waste Sulphuric acid is used for the process it would be an economically viable technology while also solving the disposal problem of such acids. He further addresses possible environmental effects. Since the expansion of the rock takes place at the bottom layers and is separated by a layer of un-reacted limestone, there won't be direct consequence from the reaction. As for the concerns with heavy metals if waste acids are used, it has been experimentally proven that such heavy metals are immobilized during the reaction.

While a social and political consensus regarding the construction of the Adam's Bridge has not yet been reached, and no comprehensive EIA has been conducted in this regard, if these happen in the near future and if the two countries go ahead with the project, this Geo-chemical engineering technology will be a compelling prospect.

Beach Nourishment in Sri Lanka

Beach Erosion is a problem faced by many countries and erosion mitigation has been traditionally done using hard engineering solutions such a seawalls, revetments, groins and breakwaters. However, research in this field has identified that such engineered structures are not suitable as long term solutions for erosion as they interfere with the dynamic coastal processes. It has also been suggested that soft engineering solutions which work along with these coastal processes are the best approach in solving the problem of beach erosion. Beach nourishment is currently the most popular soft engineering solution and is increasingly being used to protect beaches all around the world. Sri Lanka has also joined this trend and completed its first beach nourishment program along a 1.8km stretch in the the Uswetakeiyawa Palliyawatta area in early 2012.

The project involved a large capital investment and a total of volume of 300,000 cubic meters had been used in the nourishment process. The sand used to nourish the beach was offshore sand dredged using a vessel anchored far away from the coastal zone. This is important because, using sand in the coastal zone itself would have been ineffective. The dredged sand had been pumped via pipeline and released as a slurry onshore and the beach reconstructed using earth moving equipment. Several offshore breakwaters had also been constructed with the intention of retaining the nourishing sand. While the project seemed to be an initial success with positive results shown in surveys carried out immediately before and after the project, over a period of time it is evident that the nourishment has not changed the rate of erosion. At present, the beach has once again severely eroded and continues to erode despite the breakwaters.

Severe erosion of the nourished sand

The success of a beach nourishment program depends on many factors. Coastal processes such as waves, near-shore currents, tides and even wind affect the nourishment process. Parameters such as beach profile and gradient and grain size of sand also matters in this regard. For this reason, a beach nourishment effort is site specific and all these site specific data needs to be considered when planning a nourishment program. In addition, it also vital to continuously monitor the performance of the beach after nourishment and to take necessary remedial action to maintain the project.

While most of the above information had been gathered prior to the nourishment project at Uswetakaiyyawa, the effort has fallen short in post project monitoring. The construction of breakwaters to retain the sand being a tried and tested method, has failed to perform properly possibly due to incorrect layout and dimensions of the breakwaters. Our final year research project aims to assess the performance of this nourishment effort and to provide a solution to the problems faced in this project.

To do this, beach profile measurements are taken using a dumpy level and total station along transects perpendicular to the nourished coastal strip. This process is done during several visits to the area covering the main seasonal cycle of the country. This data is used to model the beach profile and to analyse the sand volume changes with respect to time. A particle size analysis is performed on samples collected at each transect and will be used to determine the direction and severity of the sand transport. In addition to this, a temporal analysis of satellite images is also expected to be incorporated in the research in order to further enhance the field data. Using these findings, our research team expects to propose a suitable solution to minimize the rate of erosion and provide a methodology to effectively monitor beach nourishment programs in Sri Lanka. This would be of immense use in future nourishment projects in the country.

Mining for Petroleum

Although Mining Engineering and Petroleum Engineering are two different fields of study, the two fields cross paths when it comes to the Oil Sands Industry. Oil Sands refers to the deposits of petroleum in the form of heavy bitumen being present in a mixture of sand or loosely consolidated sandstone. Because this heavy oil is too thick to flow and because it is thoroughly mixed with sand, the conventional methods of extraction of petroleum by drilling cannot be applied here. For this reason and also if the oil sand deposit lies relatively close to the surface, open pit mining is used to extract the oil sands. Once mined, the sands are processed to produce synthetic oil.

The mining for oil sands begins like in most mines by the overburden removal process. Common machinery such as excavators, bucket scrapers, and bulldozers are used to remove the overburden and the overburden is hauled by trucks and piled separately for refilling purposes. Once the overburden is removed and the oil sand layer exposed, the mining process begins. Since the oil sand deposits are unconsolidated, they can be easily be extracted by shovels or excavators. For this reason and for obvious safety reasons blasting is not performed. In addition to these machines, draglines and sometimes continuous excavators such as bucketwheel excavators are also used for mining the oil sands. The mined sand is hauled to a plant where the petroleum is extracted and refined by a variety of processes including crushing, froth flotation and distillation.

Although previously termed as an unconventional source of petroleum, the depletion of "conventional oil" and the associated rise in oil price has resulted in a shift of attention towards the oil sands industry. The largest oil sands deposits are located in Canada and Venezuela and the total volume of oil contained in the sands exceeds the conventional oil reserves of the world.  Oil sands have been commercially extracted in the Athabasca region in Canada since the 1930s and since have developed along with the advances in extraction technology. The following graph shows the value of sales  of oil sands and conventional crude oil in Canada and it can be seen that the oil sands sales have shown a significant rise during recent years.

value of sales of crude oil and oil sands (data taken from : http://www.capp.ca/library/statistics/Pages/default.aspx)

New methods have been developed to extract oil sands deposits that are too deep to extract using surface mining. These methods involve the reduction of the viscosity of the bitumen and the separation from the sand and enables the oil to be pumped to the surface. These methods are termed "In-situ methods". Cyclic Steam Stimulation (CSS), Steam Assisted Gravity Drainage (SAGD) and Toe to Heal Air Injection (THAI) are some of these methods. With advances in in-situ methods like these, the the recovery percentages of oil sands deposits have increased and now it can be considered as a viable alternative to conventional oil.

Limestone Mining in Pictures

In this post I have attempted to summarize the limestone mining process in pictorial form (and a video). Short descriptions have been included where necessary.

Overburden Removal

once the overburden is removed, the beds are cleaned and are prepared for drilling

Drilling

drilling is performed according to a pre determined pattern to accomodate explosives for blasting

Blasting

Rock Blasting is performed to fragment and loosen the consolidated limestone.

Loading and Hauling

Dispatching 

Tyre Maintenance of Mine Machinery

The performance of machinery and their availability plays a major role in the productivity and output of a mine. For this reason, every aspect of the machines should be properly maintained. The tyres of these machines are what keeps the machine in contact with the ground and bears the weight of the machine. While tyres for mining machinery are designed to withstand a beating, incorrect maintenance can reduce lifetime of the tyres, or ultimately lead to catastrophic accidents. Therefore, the proper maintenance of the tyres is as important as the maintenance of any other component of the machine.

Handling large tyres of the gigantic mine machinery is not an easy task. Even a simple task such as changing the tyre is difficult and results in a considerable amount of downtime. Therefore the best strategy in this case is preventive maintenance. This means checking tyre inflation daily, ensuring that valve caps are on, checking tread depth and removing stones and other debris lodged between the treads.

changing tyres is a difficult task

When it comes to daily maintenance, the first thing that comes to mind is the inflation pressure. Both over-inflation and under-inflation are detrimental to the tyre, and therefore, it must be ensured that the inflation pressure lies within the accepted limits. It should be noted that when running the machine the tyre pressure increases by about 10-20 percent. Therefore, this must be taken in to account when setting inflation pressure bounds. Tyres kept in good condition with the proper inflation will last longer and perform better.

External conditions of the mine also affect the tires. The road condition for example is what determines how fast the tyres will wear out. While it is not practical to maintain spotless roads, roads should be kept clear of scattered rocks and sharp pits as driving over these can cause a crack in the rubber, and subsequent running will cause it to propagate and destroy the tyre. Therefore clearing fallen debris off the roads and maintaining the road surface is also a part of tire maintenance. Wet rubber cuts better. therefore it is best to avoid wet road conditions. While most haul roads in mines are watered regularly to minimize dust, it must be ensured that the roads don't get too wet.

Bad road conditions can cause cracks to develop

The handling of the machines and their usage are two other areas that need to be considered. Driving too fast, especially in the case of dump trucks can cause several types of tire damage. In the case of heavy machinery used in mines, a combined parameter combining both speed and weight is assigned to tyres. This parameter is called the TKPH rating (Ton Kilometer per Hour). The TKPH rating should be considered when selecting and using tyres. When loading dump trucks, they should be loaded symmetrically so that the load is distributed over tyres equally. asymmetric loading can cause uneven wear and later result in more severe damages. It should also be noted that shear forces generated when steering the trucks while stationary at the loading points could cause ruptures in the tyres.

When dealing with damaged tyres, it is always best to attend to it them at the start of the problem. Neglecting small faults like cracks and running with them can cause these small faults to quickly propagate and result in serious and irreversible damage. When a crack appears it can be removed altogether by cutting around it. This however has to be done with proper equipment and knowledge of the tyre. When replacing tyres, it is always best to replace it with a tyre of similar amount of wear.

In summary, daily maintenance goes a long way in increasing the lifetime of the tyre. Inflation pressure must always be within the specified limits. The road surfaces, loading and dumping points should be free of fallen debris and excessive water, because wet rubber gets cut better. payload weight and hauling speed must be controlled. The TKPH rating assigned to the tyre must be adhered to. Proper handling of the machinery such as symmetric loading, avoiding steering while stationary and avoiding excessive tyre spinning will reduce the likelihood of damages. when repairing, the first stages of the problem is always easy to cure.

Jet Skiing at Unawatuna

Unawatuna is known for its pristine beaches and is one of the most popular tourist destinations in Sri Lanka. For thrill seekers going on holiday to Unawatuna, The Unawatuna Water Sports Club offers a wide range of water sports. On my recent visit to Unawatuna I tried Jet skiing. Having ridden a jet ski on a river before, this was a totally different experience. The waves and undulations of the sea makes it much more exciting.

Located in front of the Cormoran Beach Club, the friendly staff at Unawatuna Water Sports Club will guide first timers. A safety jacket is provided and an instructor will accompany you if needed. The Jet Skis at Unawatuna Water Sports Club are easy to operate as you only have to accelerate and steer. It only takes a while for you to master the controls and start skiing like a pro.

In addition to Jet Skiing, Unawatuna Water Sports Club also offers, Surfing, Sailing, Banana Boat Rides, Doughnut Rides and Kayaking.

Turquoise Water in a Limestone Mine

Clear turquoise water is often associated with tropical beaches. An open cast mine is probably the last place one would expect to find clear blue or turquoise water. The pictures below were taken at the Aruwakkalu Limestone mine in Puttalam Sri Lanka.

When limestone is excavated from the base of the quarry, and when the excavated pit reaches the ground water table, water starts seeping in. It is this water that has a spectacular turquoise colour. The reason for this colour is not the blue reflection of the sky like in the case of seas and lakes. It is due to the scattering of light by minute Calcite crystals.

Limestone is essentially Calcium Carbonate and the water in the limestone pit contains a large amount of it dissolved. Once the water gets saturated by calcium carbonate, it starts to crystallize and forms very tiny crystals which remain dispersed in the water. This crystalline form of calcium carbonate, is known as Calcite. These micro Calcite crystals scatter light selectively giving it a turquoise colour.

Since Calcium Carbonate is alkaline, this water has a high pH value. Therefore, as inviting as it looks, taking a dip in this water is not advisable. Prolonged exposure to water with a high pH can cause skin and eye irritations.