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    Probability-Weighted Moments without Plotting Position Formula 

    Source: Journal of Hydrologic Engineering:;1996:;Volume ( 001 ):;issue: 002
    Author(s): Tefaruk Haktanir
    Publisher: American Society of Civil Engineers
    Abstract: A new method of parameter estimation for any probability distribution used in flood frequency analysis is proposed as a modification to the conventional probability-weighted moments (PWMs) method. The PWMs can be estimated ...
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    Flexural Behavior of Composite Reinforced Concrete Elements 

    Source: Journal of Materials in Civil Engineering:;2001:;Volume ( 013 ):;issue: 004
    Author(s): Fatih Altun; Tefaruk Haktanir
    Publisher: American Society of Civil Engineers
    Abstract: Although structural light-weight concrete has enjoyed frequent application in Europe and the United States since the 1950s, it has not been used at all in Turkey despite abundant and economical sources of natural light-weight ...
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    Ten-Stage Discrete Flood Routing for Dams Having Gated Spillways 

    Source: Journal of Hydrologic Engineering:;2001:;Volume ( 006 ):;issue: 001
    Author(s): Tefaruk Haktanir; Özgür Kisi
    Publisher: American Society of Civil Engineers
    Abstract: Ten-stage operation policies for routing of flood hydrographs from very small magnitudes up to the probable maximum flood (PMF) for any dam having a gated spillway are suggested. The gate opening rules are determined based ...
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    Closure to “Trend, Independence, Stationarity, and Homogeneity Tests on Maximum Rainfall Series of Standard Durations Recorded in Turkey” by Tefaruk Haktanir and Hatice Citakoglu 

    Source: Journal of Hydrologic Engineering:;2015:;Volume ( 020 ):;issue: 010
    Author(s): Tefaruk Haktanir; Hatice Citakoglu
    Publisher: American Society of Civil Engineers
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    Trend, Independence, Stationarity, and Homogeneity Tests on Maximum Rainfall Series of Standard Durations Recorded in Turkey 

    Source: Journal of Hydrologic Engineering:;2014:;Volume ( 019 ):;issue: 009
    Author(s): Tefaruk Haktanir; Hatice Citakoglu
    Publisher: American Society of Civil Engineers
    Abstract: Data of 14 standard duration annual maximum rainfall series with durations of 5 min to 24 h and lengths between 30 and 73 years up to 2010 that were recorded in Turkey are used. Mann-Kendall and linear regression trend, ...
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    Comparison of Hydraulic and Hydrologic Routing on Three Long Reservoirs 

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 002
    Author(s): Tefaruk Haktanir; Hatice Ozmen
    Publisher: American Society of Civil Engineers
    Abstract: Outflow hydrographs for three dams with long lakes in narrow valleys were computed by both hydrologic routing (level-pool routing) and hydraulic routing. They were compared with three inflow hydrographs of different peaks ...
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    One‐Dimensional Consolidation of Unsaturated Fine‐Grained Soils 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 005
    Author(s): M. Arslan Tekinsoy; Tefaruk Haktanir
    Publisher: American Society of Civil Engineers
    Abstract: In this study, one‐dimensional consolidation of fine‐grained soils is considered. By taking into account the results of the infiltration theory, a new approach, which is applicable to soils in either saturated or unsaturated ...
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    Mix Proportioning of Aggregates for Concrete by Three Different Approaches 

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 005
    Author(s): Tefaruk Haktanir; Dervis Karaboga; Bahriye Akay
    Publisher: American Society of Civil Engineers
    Abstract: Mix proportions of
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    Fuzzy Logic Based Operation of Spillway Gates of Reservoirs during Floods 

    Source: Journal of Hydrologic Engineering:;2004:;Volume ( 009 ):;issue: 006
    Author(s): Dervis Karaboga; Aytekin Bagis; Tefaruk Haktanir
    Publisher: American Society of Civil Engineers
    Abstract: In this technical note, a new and efficient control method based on fuzzy logic is proposed for the real-time operation of spillway gates of a reservoir during any flood of any magnitude up to the probable maximum flood. ...
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    Assessment of Right-Tail Prediction Ability of Some Distributions by Monte Carlo Analyses 

    Source: Journal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 005
    Author(s): Tefaruk Haktanir; Murat Cobaner; Beyza Gorkemli
    Publisher: American Society of Civil Engineers
    Abstract: The probability distributions of Gumbel, three-parameter lognormal (LN3), general extreme values (GEV), three-parameter gamma (G3), and three-parameter log-gamma (LG3), whose parameters are computed by the methods of moments ...
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