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<strong>Sri</strong> <strong>Lanka</strong> Engineering News - August 2012<br />

President Reports on his Visit to<br />

NSW Chapter Conference<br />

At the invitation <strong>of</strong> the IESL NSW Chapter the President made a short visit to Sydney<br />

to attend their Annual Conference and get together which was held on 20 th July 2012.<br />

<strong>The</strong> Annual Conference was held at the auditorium <strong>of</strong> the Australian <strong>Institution</strong> <strong>of</strong> <strong>Engineers</strong>,<br />

Sydney Office at Chatswood NSW, and many papers were presented by engineering<br />

practitioners in Sydney. Among them were Pr<strong>of</strong>. Buddhima Indraratne, Dr. Jayantha<br />

Ameratunga, Pr<strong>of</strong>. Karu P. Esselle, Eng. Nadeesha Dharmasiri and Dr. Prathapa Ravindra.<br />

<strong>The</strong> presentations made by these pr<strong>of</strong>essionals were <strong>of</strong> a very high standard and they would<br />

be quite beneficial for engineering practitioners in Australia as well as in <strong>Sri</strong> <strong>Lanka</strong>. With the<br />

video conferencing facilities that the IESL intends to install in the near future, most <strong>of</strong> these<br />

presentations could be viewed live by our members here in <strong>Sri</strong> <strong>Lanka</strong>.<br />

It was very noteworthy that the <strong>Sri</strong> <strong>Lanka</strong>n engineers were doing extremely well in Australia<br />

in the different fields <strong>of</strong> engineering. Pr<strong>of</strong>. Indraratna and Dr. Ameratunga jointly presented a<br />

paper entitled: “Performance and Prediction <strong>of</strong> Vacuum Combined Surcharge<br />

Consolidation at Port <strong>of</strong> Brisbane” with the following outcome:<br />

“In order to meet the increasing demand at the Port <strong>of</strong> Brisbane, new port facilities are being<br />

constructed adjacent to the existing ports through land reclamation. A vacuum-assisted<br />

surcharge load and conventional surcharge scheme in conjunction with prefabricated vertical<br />

drains was selected to improve the soil properties and minimise long term settlements. An<br />

analytical solution for radial consolidation considering both time-dependent surcharge and<br />

vacuum pressure is proposed to predict the short and long term settlements, lateral instability<br />

and associated excess water pressures in the reclaimed ground and the deeper marine clay.<br />

Field monitoring data was found to be in excellent agreement with novel analytical solutions<br />

developed by the Authors and the benefits <strong>of</strong> using vacuum combined surcharge loading<br />

system over the standard surcharge fill are vividly demonstrated. <strong>The</strong> method applied in this<br />

Port <strong>of</strong> Brisbane project have since then been adopted in other land and <strong>of</strong>fshore reclamation<br />

projects in Australia”.<br />

<strong>The</strong> following is the outcome <strong>of</strong> Pr<strong>of</strong>. Karu Esselle’s paper on “Prediction <strong>of</strong> the notch<br />

frequency <strong>of</strong> slot loaded printed UWB antennas”:<br />

“Interference between existing wireless systems and UWB communication systems has<br />

been a concern since the Federal Communication Commission <strong>of</strong> USA allowed 3.1-10.6GHz<br />

unlicensed band for low power ultrawideband (UWB) Communication. It is possible to prevent<br />

this interference without additional filters (that would occupy additional space in a device and<br />

add to the cost) by integrating the filtering action with the antenna. Slots are introduced to<br />

printed UWB antennas for the purpose <strong>of</strong> “creating notches” or stopbands within the passband.<br />

In this paper, we present a method to calculate, very accurately and efficiently, the notch<br />

frequencies <strong>of</strong> such antennas”.<br />

<strong>The</strong> following is the outcome <strong>of</strong> PhD. Research student Eng. Ms. Nadeesha Dharmasiri’s<br />

paper on “Momentum Balance Method (MBM) and Estimation <strong>of</strong> Boundary Shear<br />

Stress Distribution”:<br />

“Flow resistance in river flow is a fundamental problem for hydraulic engineers. <strong>The</strong> underlying<br />

mechanism persistent to flow resistance is still under investigation by several researchers.<br />

In this meticulous effort in finding a solution to this fundamental problem it is important to<br />

scrutinise the factors, which will contribute immensely in predicting flow resistance. One <strong>of</strong><br />

these factors being the determination <strong>of</strong> boundary shear stress, which is an important and<br />

difficult topic in hydraulic engineering. This is due to the fact that obtaining reliable<br />

measurements in the boundary region involves a high degree <strong>of</strong> scrutiny. With the advent <strong>of</strong><br />

new equipment like Acoustic Doppler Velocity Pr<strong>of</strong>ilers (ADVP) etc., the velocity pr<strong>of</strong>iles in<br />

the main flow region can be accurately measured, although there is a need to develop a<br />

method to estimate the boundary shear stress for instruments like ADVP. This paper<br />

presents a method that can evaluate the boundary shear stress, i.e., shear stress on the<br />

bed and sidewall using the main flow data based on Momentum Balance Method.”<br />

<strong>The</strong> following is the outcome <strong>of</strong> the paper entitled “Shakedown analysis <strong>of</strong> road pavements<br />

– application to project level and network level scenarios” by Dr. P. S. Ravindra who<br />

graduated from University <strong>of</strong> Peradeniya in 1978 in BSc in Civil Engineering and obtained his<br />

Master <strong>of</strong> Engineering Science in Applied Hydrology from the University <strong>of</strong> Moratuwa:<br />

“Most pavements in service continue to operate with permanent plastic deformations.<br />

Depending on whether the plastic strain is accumulating or self-cancelling pavement failure<br />

could occur due to excessive rutting or low cycle fatigue. Also it may so happen that after<br />

some initial cycles <strong>of</strong> plastic deformation pavement structure behaviour eventually becomes<br />

elastic. Such stabilisation is called “shakedown” <strong>of</strong> the pavement. An analysis which<br />

incorporates the substantial strength existing prior to the point <strong>of</strong> static collapse has been<br />

suggested by Sharp and Booker (1984) when they pioneered the application <strong>of</strong> Melan’s<br />

(1936) Shakedown <strong>The</strong>ory to model “shakedown” behaviour <strong>of</strong> road pavements. In this<br />

paper, it is intended to discuss the application <strong>of</strong> shakedown theory to predict the pavement<br />

performance at project level case study in the National Highway No. 5 (Delhi to Kolkata) in<br />

India and a road network level case study in NSW Australia. Generalized application scenarios<br />

have been provided to depict <strong>Sri</strong> <strong>Lanka</strong>n road conditions”<br />

On the following day <strong>of</strong> the Conference there was a gala get-together <strong>of</strong> <strong>Sri</strong> <strong>Lanka</strong>n engineers<br />

attended by more than 400 guests among whom were at least 250 engineers employed in<br />

Australia.<br />

This event was sponsored by the NSW Government Public Works, PT. CG Power Systems<br />

Indonesia, Abigroup, Extra Dimension Solutions P/L, Inventech, SMEC, Photonix<br />

Communications, Dulux and the NSW Government Roads & Maritime Services. It was also<br />

graced by the attendance <strong>of</strong> many very high ranking Government <strong>of</strong>ficials from Australia.<br />

IESL NEWS<br />

Get To Know the IESL<br />

Provincial Chairmen<br />

<strong>The</strong> IESL has a membership exceeding 15,000 dispersed all<br />

over the island. <strong>The</strong> IESL Provincial Centres which carry out<br />

many member services in the provinces provide the much<br />

needed connectivity to its members in the provinces by<br />

organizing courses, seminars, workshops, field visits etc. for<br />

their continues pr<strong>of</strong>essional development.<strong>The</strong>y also organize<br />

community programmes such as infrastructure improvements<br />

to least developed schools in the provinces, relief work in<br />

case <strong>of</strong> disasters etc.for interaction <strong>of</strong> its members with the<br />

public.<strong>The</strong>se programmes are initiatives <strong>of</strong> the Executive<br />

Committees headed by the Chairman <strong>of</strong> each Provincial<br />

Centre. <strong>The</strong> May and July 2012 issues <strong>of</strong> your newsletter<br />

introduced the Chairmen, IESL Provincial Centres who are at<br />

the helm <strong>of</strong> four <strong>of</strong> the centres in Central, Northern, Eastern<br />

and North Central Provinces. In this issue we introduce the<br />

Chairman, IESL UVA Provincial Centre.<br />

Eng. Nelson P. Jayatilaka<br />

Chairman, IESL UVA Centre<br />

Eng. Jayatilaka is a<br />

graduate <strong>of</strong> university <strong>of</strong><br />

Peradeniya with a B. Sc.<br />

Eng. Degree in civil<br />

Engineering in 1992. He<br />

obtained his masters in<br />

Water Resources<br />

Management in 2011 from<br />

UNESCO IHE <strong>Institution</strong> in<br />

the Netherlands. He is a<br />

member <strong>of</strong> <strong>Institution</strong> <strong>of</strong><br />

<strong>Engineers</strong> <strong>Sri</strong> <strong>Lanka</strong> since<br />

1999. After graduation in 1992 he Joined SEC and served as<br />

Site Engineer in PGIA worksite at Peradeniya. After that he<br />

joined Walkers Piling Ltd. as a Project Engineer and served<br />

two years in piling sector. After that he joined <strong>Sri</strong> <strong>Lanka</strong><br />

Engineering Service (SLES) in 1995 and was attached to the<br />

Irrigation Department. He worked as an Irrigation Engineer at<br />

Moneragala, Wellawaya, Kantale, Pollonaruwa and<br />

Kandeketiya. He worked as a Chief Irrigation Engineer at<br />

Irrigation Department, Moneragala. After completing M.Sc.<br />

(Water Management) in UNESCO IHE the Netherlands, he<br />

was attached to Uma Oya downstream project as a Deputy<br />

Project Director. Later he was nominated as Project Director<br />

at Proposed Morane Reservoir Project at Mahiyangana from<br />

January 2012. He was the Treasurer to IESL Uva Centre in<br />

2006.<br />

He is an Executive Committee Member in the Association <strong>of</strong><br />

Public Service <strong>Engineers</strong> (APSE). <strong>The</strong> center has organized<br />

several activities technical seminars and get-together for their<br />

members. Presently the center is engaged with JIY<br />

competition 2012.<br />

5

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