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• W4249058434 abstract "Research Article| July 01 1995 The Üsküdar and Baltalimani sea outfalls of the Istanbul sewerage project: A construction case history Teoman Sayinli; Teoman Sayinli Search for other works by this author on: This Site PubMed Google Scholar Selahattin Yigit Selahattin Yigit Search for other works by this author on: This Site PubMed Google Scholar Water Sci Technol (1995) 32 (2): 217–224. https://doi.org/10.2166/wst.1995.0106 Views Icon Views Article contents Figures & tables Video Audio Supplementary Data Share Icon Share Twitter LinkedIn Tools Icon Tools Cite Icon Cite Permissions Search Site Search nav search search input Search input auto suggest search filter All ContentAll JournalsThis Journal Search Advanced Search Citation Teoman Sayinli, Selahattin Yigit; The Üsküdar and Baltalimani sea outfalls of the Istanbul sewerage project: A construction case history. Water Sci Technol 1 July 1995; 32 (2): 217–224. doi: https://doi.org/10.2166/wst.1995.0106 Download citation file: Ris (Zotero) Reference Manager EasyBib Bookends Mendeley Papers EndNote RefWorks BibTex The Baltalimani (BL) and Üsküdar (Ü) Sea Outfalls are situated on two coasts of the Bosphorus and are 2×300 m and 270 m long with nominal diameter ⌈ 1727 mm and ø 1219 mm, respectively. These outfalls were constructed by the Alarko Company for ISKI in the years 1988-1993 to discharge the pretreated or treated waste waters to the bottom current of the Bosphorus.The submarine pipelines have been installed by a) bottom pulling in the dredged trench, b) short launch-way (L/W) very close to the shore, c) pulling from the same coast via an anchored pulley in Ü, and d) pulling from the other coast of the Bosphorus in BL. Preparation of the pipes, comprising of corrosion coating, cathodic protection, assembly and concrete weight coating, was performed at the Kadìköy Site. Following dredging of the offshore trenches, bedding material was laid. Meanwhile the L/Ws were fabricated and erected. Installations of the pipelines were executed by placing the pipe sections on the L/Ws, making the field joints and pulling towards the sea into the trench. After testing, the submarine pipelines were covered; first with a layer of gravel then with a layer of armour stone and connected to the landline. Ü outfall was put into operation satisfactorily immediately upon completion. Backfill, bathymetry, corrosion, dredging, diving, hydrographic survey, outfall, submarine pipeline This content is only available as a PDF. © IWA Publishing 1995 You do not currently have access to this content." @default.
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• W4249058434 title "The Üsküdar and Baltalimani sea outfalls of the Istanbul sewerage project: A construction case history" @default.
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