ගල්ඔය සම්පත් සදා වාසනාවන් ඇසුවත් දකින්න ලැබුණත් සතුටුයි ආසයි.ස්කෝලේ ගියා අවුරුදු 33ක් විතර පදිංච් වෙලා හිටිය දැනටත් ගොඩක් ආදරෙයි ගල්ඔයට අම්පාර ට

ගල්ඔය සහ සෙනානායක සමුද්‍රය පිළිබඳ හොඳ විග්‍රහයක්!!! උත්සාහයට ජයවේවා!!!

ලුණුගල ප්‍රදේශයේ න් පටන් ගන්න අපෙ ඉබිබන්නා ඔය මෙි ගල්ඔය ට.බිබිල ඉතනවත්ත සුසාන භුමිය ලගදිම ඒකතු වෙි.අපිටත් සතූටුයි...👍👍👍

It is the responsibility of all of us to protect this 70-year-old project. It is very important to study this Galoya project, which has many problems, and to restore it systematically and maintain it actively. Protecting this Gal Oya project, which is an economic and social center of Ampara district, should be united not only by the irrigation department but also by all the institutions of Ampara district. It will also be a responsibility of the Faculty of Engineering of the South Eastern University located in Ampara district. That is, it is very important to give their active contribution to preserve this reservoir and irrigation system, which is a resource for Ampara district. They should include these problems/threats in their research and projects and try to find solutions. Isn't it important that they contribute to this, which is one of the largest engineering projects in this district, which is an agricultural district? I hope that the professors and lecturers will contribute thier active research contribution for this.

❤❤❤

ජයවේවා!!!

Soba dahama lassana rakaganimin rata diunu karamu... hadawathata suwayak danuna me vidiyowa dakiddi... manasata behetha... sundarai... agayami...👌👌👌👌👌👌

ලස්සන පරිසරයක්

Good job 👌

lokka,albesia,indannatuwa,aliathuntath,payojanayakwenasakayak,indanna

කාලකන්නි ඔව්වා කෙරන්නේ. නැති වෙලා හැදි ගැවිලා ගියා නම් මිනිස්සු ට තේරුම් යාවේ

Yatina edeoyak

Sudath Gamage, How deep are the pile tips below the exposed surface under scoured footings? The way it is shown in the video, even if we have enough axial capacity, the lateral ground resistance that controls deflections seems heavily compromised. In case of a flood, the brigde may experience substantial lateral movement. My point is that unless you are going to manually backfill the scours, the footings may have to be laterally braced to limit movement to levels acceptable to the bridge deck, before the next flood.

Ape eunde desapaluwonta hapan wal uru minisu koragai araksa keroth winaseyak misa ewage adeenene ade gewanne

Neetiysk nathi 15:55 palanayak nathi ratakne e nissi vinasaya

Mewa pennuwata zombie Ranil ta nam chanda denna epa

Meka DS ge sankalpayak newei. eeka pattapal boruwak. me sankalpaya Mr. Mark kiyala hitapu brithanya jathika krusikarma niyojya emathige sankalpayak. Ds meka balenma eyage karagena weda patan gatthath iwara kale ohuge puth Dadly senanayaka. Thawa duratath boru ithihasagataha karanna epa. pawu me lankawe dharuwo.