HUSEYIN GOREN'S NOTES

tag:blogger.com,1999:blog-72950717589709100502012-01-25T12:50:01.560-08:00HUSEYIN GOREN'S NOTESHüseyin Görenhttps://profiles.google.com/112736616671731927362noreply@blogger.comBlogger161100tag:blogger.com,1999:blog-7295071758970910050.post-31998839696606150322012-01-22T05:13:00.001-08:002012-01-22T05:13:56.999-08:00DENGE BACASI - SURGE TANK

DENGE BACASI - SURGE TANK

Hüseyin Görenhttps://profiles.google.com/112736616671731927362noreply@blogger.com0tag:blogger.com,1999:blog-7295071758970910050.post-11158425088845724562012-01-18T11:54:00.001-08:002012-01-25T12:50:01.570-08:00HEC-RAS MANUAL by HuseyinGoren

HEC-RAS MANUAL The US Army Corps of Engineers announced the release of HEC-RAS 3.1.3. The HEC-RAS modeling system was developed as a part of the Hydrologic Engineering Center’s “Next Generation” (NexGen) of hydrologic engineering software. The NexGen project encompasses several aspects of hydrologic engineering, including: rainfall-runoff analysis; river hydraulics; reservoir system

Hüseyin Görenhttps://profiles.google.com/112736616671731927362noreply@blogger.com0tag:blogger.com,1999:blog-7295071758970910050.post-7669393376388273732012-01-15T05:32:00.000-08:002012-01-15T06:11:12.235-08:00FABRİKA BİNASI - İZMİT - SAP2000

FABRİKA BİNASI - İZMİT - SAP2000

Hüseyin Görenhttps://profiles.google.com/112736616671731927362noreply@blogger.com0tag:blogger.com,1999:blog-7295071758970910050.post-17370625207267143622012-01-15T05:18:00.001-08:002012-01-15T05:18:47.771-08:00Ayranlı HES - Ayranlı İletim Hattı Sifon Hesapları

Ayranlı HES - Ayranlı İletim Hattı Sifon Hesapları Projelendirildi ve gönderildi.

Hüseyin Görenhttps://profiles.google.com/112736616671731927362noreply@blogger.com0tag:blogger.com,1999:blog-7295071758970910050.post-87287211647771920722012-01-14T14:42:00.000-08:002012-01-14T14:42:36.107-08:00

New Features of HEC-RAS 4.0 Gary W. Brunner, P.E. Senior Hydraulic Engineer Hydrologic Engineering Center Institute for Water Resources U.S. Army Corps of Engineers Overflow Gates User Defined Rules for Gate Operations Pressure Flow in Pipes Pump Station Rules Hager’s Lateral Weir Equation Geo-referencing Tools Water Quality – Temperature Modeling Sediment Transport (erosion

Hüseyin Görenhttps://profiles.google.com/112736616671731927362noreply@blogger.com0tag:blogger.com,1999:blog-7295071758970910050.post-56214413923110838572012-01-07T14:26:00.000-08:002012-01-07T14:26:48.395-08:00ROCKSCIENCE SLIDE - RETAINING WALL STABILITY ANALYSIS

İstinat duvarlarına ait stabilite hesaplarında Geostudio ve Slide programları kullanılabilmektedir.

Hüseyin Görenhttps://profiles.google.com/112736616671731927362noreply@blogger.com0tag:blogger.com,1999:blog-7295071758970910050.post-82662575054133869232012-01-02T11:42:00.000-08:002012-01-02T11:42:00.958-08:00REINFORCEMENT EARTH - ZEMİN DONATISI

İnşaat mühendisliği uygulamalarında geosentetik malzemeler, özellikle zeminin taşıma gücünü arttırmak için donatı amacıyla kullanılırlar. Zayıf temel zeminleri üzerine yapılacak olan seddelerin duraylılığını sağlamak, kaplamasız yollarda dayanımı arttırarak tekerlek izi derinliğini azaltmak, şev duraysızlıklarını önlemek ve betonarme olarak inşa edilemeyecek yükseklikteki istinat duvarlarında

Hüseyin Görenhttps://profiles.google.com/112736616671731927362noreply@blogger.com0tag:blogger.com,1999:blog-7295071758970910050.post-43646917958023923042011-12-13T01:13:00.000-08:002011-12-13T01:14:45.048-08:00SİFON STABİLİYE HESAPLARI ( SIPHON STABILITY CALCULATION )

Inverted siphons shall have not less than two barrels, with a minimum pipe size of 6 inches (150 mm). They shall be provided with necessary appurtenances for maintenance, convenient flushing, and cleaning equipment. The inlet and discharge structures shall have adequate clearances for cleaning equipment, inspection, and flushing. Design shall provide sufficient head and appropriate pipe sizes

Hüseyin Görenhttps://profiles.google.com/112736616671731927362noreply@blogger.com0tag:blogger.com,1999:blog-7295071758970910050.post-71324117454909525872011-12-06T14:50:00.000-08:002011-12-06T14:50:42.281-08:00ZEMİN DONATISI (REINFORCED EARTH)

1966’da Fransız bilim adamı Henri Vidal tarafından gündeme getirilen donatılı zemin tekniği, ortaya atıldıkları tarih itibari ile üzerinde yapılan çalışmalar ışığında günümüze kadar büyük bir ilerleme ile gelmiştir. Toprakarme, aslında tabiatın içinde milyonlarca yıldır mevcuttur. Ağaç kökleri, kuş yuvalarındaki çalı parçacıkları Toprakarme uygulamasına birer örnektir.Toprakarme sistemin esası,

Hüseyin Görenhttps://profiles.google.com/112736616671731927362noreply@blogger.com0tag:blogger.com,1999:blog-7295071758970910050.post-31138375832530412612011-12-04T16:40:00.000-08:002011-12-04T16:40:01.617-08:00ZEMIN SIZMA ANALIZI EXCEL MODELI (THE ANALYSIS OF SEEPAGE WITH EXCEL)

ZEMIN SIZMA ANALIZI EXCEL MODELI (THE ANALYSIS OF SEEPAGE WITH EXCEL) (ref: EM 1110-2-1901) CHAPTER 4 SEEPAGE PRINCIPLES 4-1. General Considerations. Seepage as used in this manual is defined as the flow of water through homogeneous saturated soil under steady-state conditions. Additionally, the soil particles, soil structure, and water are assumed incompressible and flow obeys Darcy's law.

Hüseyin Görenhttps://profiles.google.com/112736616671731927362noreply@blogger.com0tag:blogger.com,1999:blog-7295071758970910050.post-20519836786565256382011-12-04T16:27:00.000-08:002011-12-12T11:14:36.979-08:00ZEMİN SUYU, I : KILCALLIK, BÜZÜLME, ŞİŞME, DONMA

Âtterberg limitleri, zeminlerin sınıflanması ve zemin yapısı konusundaki önceki tartışmalardan, zeminlerde suyun varlığının ne kadar önemli olduğunu kavramış oldunuz. Özellikle ince taneli zeminler olmak özere, çoğu zeminlerin mühendislik davranışını kuvvetle etkileyen su, çoğu geoteknik mühendisliği problemlerinde önemli bir faktördür. Buna birkaç örnek olarak bu bölümde ele alınan kılcallık,

Hüseyin Görenhttps://profiles.google.com/112736616671731927362noreply@blogger.com0tag:blogger.com,1999:blog-7295071758970910050.post-30226335095693689582011-10-27T03:40:00.001-07:002011-10-27T03:41:53.079-07:00DEMİRYOLU PALPLANŞ HESABI ( RAILWAY SHEET PILING DESIGN)

Mevcut Demiryolu güzergahının yanına yapılacak olan yeni güzergah çalışası için yapılan ön tasarımdır. -- This message has been scanned for viruses and dangerous content by MailScanner, and is believed to be clean.

Hüseyin Görenhttps://profiles.google.com/112736616671731927362noreply@blogger.com0tag:blogger.com,1999:blog-7295071758970910050.post-85667287912161994212011-10-26T14:35:00.000-07:002011-12-04T16:12:41.270-08:00Regulator Design Excel Program (USBR)

A suitably designed regulator at the head of a canal is provided to regulate the supplies entering the canal as well as to control silt entry into the canal. It can also be used as a calibrated meter for assessment of the discharge entering the canal. Head regulators are provided at the head of a canal off-taking from a river or a branch canal taking-off from a main canal or a distributary sub

Hüseyin Görenhttps://profiles.google.com/112736616671731927362noreply@blogger.com0tag:blogger.com,1999:blog-7295071758970910050.post-4087729376828475172011-10-19T13:52:00.000-07:002011-10-19T13:52:36.822-07:00GEOSTUDIO 2007 - SLOPE STABILITY RESULTS

GEOSTUDIO 2007 - SEV STABILITE ANALIZLERI

Hüseyin Görenhttps://profiles.google.com/112736616671731927362noreply@blogger.com0tag:blogger.com,1999:blog-7295071758970910050.post-82466238968147310292011-04-23T14:43:00.000-07:002011-04-23T14:43:33.739-07:00ROCSCIENCE SLIDE

SEV ANALIZI

Hüseyin Görenhttps://profiles.google.com/112736616671731927362noreply@blogger.com0tag:blogger.com,1999:blog-7295071758970910050.post-19410206488514711682011-04-23T14:36:00.001-07:002012-01-17T12:10:56.612-08:00Bilinmeyen Yararlı Autocad Komutları

wipeout - seçilen alanın arkasını göstermez gizler. dimjogline - kesme çizgisi atar viewres - çizimlerin kırık kırık görünmemesini sağlar 800 dpi lenghen - nesneleri uzatır flatshot - 3d nesneleri 2d görüntü alır. dataextraction - çizimverilerinin alınması

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