Search Results - "left-bank"

Prediction of the Flow-Induced Vibration Response of the Chenderoh Dam Left Bank Section by Ghazali M.H.M., Zawawi M.H., Hassan N.H., Radzi M.R.M., Mazlan A.Z.A., Abas M.A., Zainol M.R.R.M.A.

Natural Frequency Analysis for Hydropower Structure by Radzi M.R., Zawawi M.H., Yusairah W.N., Mazlan A.Z.A., Abas A., Zainol M.R.R.M.A.

“…The highest value of natural frequency occurred is 5.09�Hz at sector gate, 52.3�Hz at left bank, 11.73�Hz at right bank, 2.76�Hz at intake and 9.00�Hz at bottom outlet. …”

Modelling of riverine flooding using HEC-RAS - a case study of Badri Khawar River in KPK, Pakistan by Saqib Ehsan, Qazi Muhammad Yasir, Rana Muhammad Awais, Talha Sattar, Ghulam Mustafa, Usama Fida

“…For the worst-case scenario, the maximum estimated flood extension on left bank side was about 425m while on the right bank side it was 204m. …”
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Shoreline change analysis and erosion prediction using historical data of Kuala Terengganu, Malaysia by Bagheri, Milad, Ibrahim, Zelina Zaiton, Mansor, Shattri, Abd Manaf, Latifah, Badarulzaman, Nurwati, Vaghefi, Negin

“…The highest erosion rate is 3.20 m/year and the most sensitive zones are expected to be around Universiti Malaysia Terengganu (UMT) and left bank of Kuala Terengganu from 2015 to 2020. It also can provide the basic information that decision makers need when they are planning any new activity within the coastal area.…”
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Benthic Macroinvertebrate Composition and Diversity in The Madek River, Kluang, Johor, Malaysia. by Aweng Eh Rak, Ismid Said, Maketab Mohamed, Ahmad Abas, Chow, V.K.K

“…Each station comprised of three sampling points for macroinvertebrate sampling; with one situated at the right bank, one in the middle of the river and the third sampling point is located at the left bank. All three sample from each sampling station were composited as one sample. …”
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Structure Integrity Analysis Using Fluid�Structure Interaction at Hydropower Bottom Outlet Discharge by Mohd Radzi M.R., Zawawi M.H., Abas M.A., Ahmad Mazlan A.Z., Mohd Arif Zainol M.R.R., Hassan N.H., Che Wan Zanial W.N., Dullah H., Kamaruddin M.A.

“…The Chenderoh Dam structure is divided into five parts: the left bank, right bank, spillway, intake section, and bottom outlet, with each element performing standalone functions to maintain the overall Dam�s continuous operation. …”