{"id":773,"date":"2024-10-23T07:39:51","date_gmt":"2024-10-23T07:39:51","guid":{"rendered":"https:\/\/alpec.com.tr\/?page_id=773"},"modified":"2024-11-23T21:39:43","modified_gmt":"2024-11-23T21:39:43","slug":"infrastructure-engineering-tailing-storage-facilities","status":"publish","type":"page","link":"https:\/\/alpec.com.tr\/tr\/infrastructure-engineering-tailing-storage-facilities\/","title":{"rendered":"At\u0131k Depolama Tesisleri"},"content":{"rendered":"
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\n\t\t\t\t\t\t\t\t\t\t\t\t\t\"\"\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t
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Saha tesviyesi ve baraj tasar\u0131mlar\u0131<\/h2>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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3B Saha Kaz\u0131 Modeli<\/h3>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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Kaz\u0131 a\u015famalar\u0131n\u0131 temsil eden, optimum drenaj ve yap\u0131sal b\u00fct\u00fcnl\u00fc\u011f\u00fc sa\u011flayan ayr\u0131nt\u0131l\u0131 3B modellerin geli\u015ftirilmesi.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t

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Kademelendirme, S\u0131y\u0131rma ve Kaz\u0131 Tasar\u0131m\u0131<\/h3>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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Kaz\u0131 a\u015famalar\u0131n\u0131n tasar\u0131m\u0131, kaz\u0131 alan\u0131n\u0131n olu\u015fturulmas\u0131, \u00fcst \u00f6rt\u00fcn\u00fcn kald\u0131r\u0131lmas\u0131, g\u00fcvenli\u011fi ve verimlili\u011fi koruyacak optimum kaz\u0131 y\u00f6ntemlerinin belirlenmesi.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t

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Rezervuar Yolu Tasar\u0131m\u0131<\/h3>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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\u00c7e\u015fitli i\u015fletme ko\u015fullar\u0131nda dayan\u0131kl\u0131l\u0131k ve eri\u015filebilirli\u011fi garanti alt\u0131na alan, baraj eri\u015fim yollar\u0131n\u0131n detayl\u0131 tasar\u0131m\u0131.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t

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Kaz\u0131 Stabilite Analizi ve Tasar\u0131m\u0131 (Kinematik\/Limit Denge)<\/h3>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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Kaz\u0131 g\u00fcvenli\u011fini ve uzun vadeli durayl\u0131l\u0131\u011f\u0131 sa\u011flamak amac\u0131yla kinematik ve limit denge analizleri ile \u015fev durayl\u0131l\u0131\u011f\u0131n\u0131n de\u011ferlendirilmesi.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t

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Rezervuar Hava Pay\u0131 Hesaplamas\u0131<\/h3>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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\u0130\u015fletme suyu ve feyezan debisi i\u00e7in rezervuar\u0131n yeterli kapasiteye sahip oldu\u011fundan emin olmak amac\u0131yla serbest pay hesaplamas\u0131.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t

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At\u0131klar\u0131n Konsolidasyon Analizi ve Kapasite Hesaplamalar\u0131<\/h3>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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Yeterli depolama kapasitesi ve uzun vadeli istikrar\u0131 sa\u011flamak i\u00e7in at\u0131k konsolidasyonunun analiz edilmesi.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t

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G\u00f6vde tasar\u0131m\u0131<\/h2>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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Baraj S\u0131n\u0131fland\u0131rmas\u0131 ve Tasar\u0131m Standartlar\u0131<\/h3>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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Baraj\u0131n d\u00fczenleyici standartlara g\u00f6re s\u0131n\u0131fland\u0131r\u0131lmas\u0131 ve dolgunun g\u00fcvenlik ve i\u015fletme gerekliliklerini kar\u015f\u0131layacak \u015fekilde tasarlanmas\u0131.<\/p><\/div><\/div><\/div><\/div>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t

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S\u0131y\u0131rma ve Temel Kaz\u0131s\u0131 Tasar\u0131m\u0131<\/h3>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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Dolgu in\u015faat\u0131 i\u00e7in sahan\u0131n haz\u0131rlanmas\u0131 amac\u0131yla temel s\u0131y\u0131rma ve kaz\u0131 tasar\u0131m\u0131.<\/p><\/div><\/div><\/div><\/div>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t

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B\u00f6lgeleme ve Filtre Tasar\u0131m\u0131<\/h3>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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Set i\u00e7indeki malzemelerin b\u00f6lgelere ayr\u0131lmas\u0131 ve i\u00e7 erozyonu \u00f6nlemek ve stabiliteyi sa\u011flamak amac\u0131yla filtre sistemlerinin tasarlanmas\u0131.<\/p><\/div><\/div><\/div><\/div>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t

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Statik\/Pseudo Statik \u015eev Stabilite Analizi (2B)<\/h3>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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Dolgu g\u00fcvenli\u011finin sa\u011flanmas\u0131 amac\u0131yla statik ve pseudo-statik (sismik) ko\u015fullar alt\u0131nda 2 boyutlu \u015fev stabilite analizlerinin yap\u0131lmas\u0131.<\/p><\/div><\/div><\/div><\/div>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t

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Sismik Tehlike De\u011ferlendirmesi<\/h3>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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ADT'ye y\u00f6nelik sismik risklerin kapsaml\u0131 de\u011ferlendirmesi yap\u0131larak deprem durumunda tasar\u0131m dayan\u0131kl\u0131l\u0131\u011f\u0131n\u0131n sa\u011flanmas\u0131.<\/p><\/div><\/div><\/div><\/div>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t

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Deformasyon Analizi (2D)<\/h3>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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Uzun vadeli stabiliteyi sa\u011flamak amac\u0131yla y\u00fckleme ko\u015fullar\u0131 alt\u0131nda potansiyel dolgu deformasyonunun 2B analizi.<\/p><\/div><\/div><\/div><\/div>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t

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Dinamik Analiz<\/h3>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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Setin sismik veya di\u011fer dinamik y\u00fckleme ko\u015fullar\u0131 alt\u0131ndaki performans\u0131n\u0131 de\u011ferlendirmek i\u00e7in dinamik analizi.<\/p><\/div><\/div><\/div><\/div>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t

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\n\t\t\t\t\t\t\t\t\t\t\t\t\t\"\"\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t
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\n\t\t\t\t\t\t\t\t\t\t\t\t\t\"\"\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t
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Y\u00fczey suyu y\u00f6netimi tasar\u0131m\u0131<\/h2>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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Rusubat Kontrol ve Menfez Yap\u0131lar\u0131 Tasar\u0131m\u0131<\/h3>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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Rusubat\u0131 yakalay\u0131p a\u015fa\u011f\u0131 ak\u0131\u015f su yollar\u0131na girmesini \u00f6nleyecek yap\u0131lar\u0131n tasar\u0131m\u0131, \u00e7evre uyumlulu\u011funun sa\u011flanmas\u0131.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t

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\u00c7evre Kanallar\u0131 Tasar\u0131m\u0131<\/h3>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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Y\u00fczey suyu ak\u0131\u015f\u0131n\u0131 y\u00f6netmek, kirlilik ve erozyonu \u00f6nlemek amac\u0131yla ADT \u00e7evresi boyunca kanallar\u0131n tasar\u0131m\u0131.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t

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\u015eut ve Enerji K\u0131r\u0131c\u0131 Tasar\u0131m\u0131<\/h3>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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De\u015farj noktalar\u0131nda su ak\u0131\u015f\u0131n\u0131 kontrol etmek i\u00e7in \u015fut ve enerji da\u011f\u0131t\u0131c\u0131lar\u0131n tasar\u0131m\u0131.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t

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Alt drenaj sistemi tasar\u0131m\u0131<\/h2>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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S\u0131z\u0131nt\u0131y\u0131 y\u00f6netmek ve ADT'nin yap\u0131sal kararl\u0131l\u0131\u011f\u0131n\u0131 art\u0131rmak i\u00e7in alt drenaj sistemlerinin tasar\u0131m\u0131.<\/p><\/div><\/div><\/div><\/div>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t

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\n\t\t\t\t\t\t\t\t\t\t\t\t\t\"\"\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t
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Kaplama sistemi tasar\u0131m\u0131<\/h2>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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Kompozit Kaplama Sistem Tasar\u0131m\u0131<\/h3>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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S\u0131z\u0131nt\u0131y\u0131 en aza indirmek ve yeralt\u0131 suyunun kirlenmesini \u00f6nlemek i\u00e7in kompozit kaplamalar\u0131n tasar\u0131m\u0131.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t

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Kilitleme Hende\u011fi Tasar\u0131m\u0131<\/h3>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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De\u011fi\u015fen y\u00fck ko\u015fullar\u0131 alt\u0131nda dayan\u0131kl\u0131l\u0131\u011f\u0131 garanti alt\u0131na almak i\u00e7in, membranlar\u0131 yerinde sabitlemek amac\u0131yla kilitleme hende\u011fi sistemlerinin tasar\u0131m\u0131.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t

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\u00dcst drenaj sistemi tasar\u0131m\u0131<\/h2>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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\u00dcst Drenaj Toplama Sistemi Tasar\u0131m\u0131<\/h3>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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ADT'nin \u00fcst\u00fcnden fazla suyu toplayacak ve su birikimini \u00f6nleyecek sistemlerin tasar\u0131m\u0131.<\/p><\/div><\/div><\/div><\/div>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t

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\u00dcst Drenaj Havuz Tasar\u0131m\u0131<\/h3>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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\u00dcst drenaj sisteminden bo\u015falt\u0131lan suyun toplanmas\u0131 ve depolanmas\u0131 i\u00e7in havuz tasar\u0131m\u0131.<\/p><\/div><\/div><\/div><\/div>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t

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\n\t\t\t\t\t\t\t\t\t\t\t\t\t\"\"\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t
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\n\t\t\t\t\t\t\t\t\t\t\t\t\t\"\"\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t
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ADT Su Dengesi ve Rezervuar Hava Pay\u0131 Hesaplamas\u0131<\/h2>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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ADT'nin hem i\u015fletme suyunu hem de ya\u011fmur suyunu kar\u015f\u0131layabilmesini sa\u011flamak i\u00e7in su dengesi ve hava pay\u0131 hesaplamas\u0131n\u0131n kapsaml\u0131 bir \u015fekilde yap\u0131lmas\u0131.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t

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ADT \u00c7\u00f6kelme Modeli<\/h2>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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At\u0131klar\u0131n yerle\u015fimini optimize etmek, e\u015fit da\u011f\u0131l\u0131m\u0131 sa\u011flamak ve biriktirme kapasitesini en \u00fcst d\u00fczeye \u00e7\u0131karmak i\u00e7in bir biriktirme modelinin geli\u015ftirilmesi.<\/p><\/div><\/div><\/div><\/div>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t

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Birlikte neler ba\u015farabilece\u011fimizi ke\u015ffedelim.<\/h3>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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\n\t\t\t\t\t\n\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t\tB\u0130ZE ULA\u015eIN<\/span>\n\t\t\t\t\t<\/span>\n\t\t\t\t\t<\/a>\n\t\t\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>","protected":false},"excerpt":{"rendered":"

Site Grading and Impoundment Design 3D Solid Site Grading Model Development of detailed 3D models to represent the site grading, ensuring optimal drainage and structural integrity. Benching, Stripping, and Excavation Design Design of excavation phases, including benching, stripping of overburden, and optimal excavation methods to maintain safety and efficiency. Impoundment Road Design Detailed design of […]<\/p>","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"categories":[],"tags":[12,10],"class_list":["post-773","page","type-page","status-publish","hentry","tag-engineering","tag-infrastructure"],"yoast_head":"\nTailing Storage Facility Engineering - Alpec<\/title>\n<meta name=\"description\" content=\"ALPEC provides specialized engineering services for tailing storage facilities, ensuring safe and effective waste management solutions.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/alpec.com.tr\/tr\/infrastructure-engineering-tailing-storage-facilities\/\" \/>\n<meta property=\"og:locale\" content=\"tr_TR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Tailing Storage Facility Engineering - 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