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    Discussion of “<i>Sediment Transport Formula for Steep Channels</i>” by Graeme M. Smart (March, 1984) 

    Source: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 010
    Author(s): M. Bayazit
    Publisher: American Society of Civil Engineers
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    Power Distribution for Low Streamflows 

    Source: Journal of Hydrologic Engineering:;2001:;Volume ( 006 ):;issue: 005
    Author(s): B. Önöz; M. Bayazit
    Publisher: American Society of Civil Engineers
    Abstract: The power distribution is a special case of the Weibull distribution. It can be derived as the distribution function of the low flows of a stream, when the recession curve is assumed to be exponential, using a theoretical ...
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    GEV-PWM Model for Distribution of Minimum Flows 

    Source: Journal of Hydrologic Engineering:;1999:;Volume ( 004 ):;issue: 003
    Author(s): B. Önöz; M. Bayazit
    Publisher: American Society of Civil Engineers
    Abstract: Equations for the probability weighted moments (PWMs) of the generalized extreme value (GEV) distribution for minima are derived. The GEV-PWM model and five other models are fitted to the low flow data of 16 streams. The ...
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    Conditional Distributions of Ideal Reservoir Storage Variables 

    Source: Journal of Hydrologic Engineering:;2000:;Volume ( 005 ):;issue: 001
    Author(s): M. Bayazit; B. Önöz
    Publisher: American Society of Civil Engineers
    Abstract: Storage capacity, yield, and reliability of a reservoir are random variables. Conditional distributions of these variables are studied by Monte Carlo simulation for operating periods up to 100 years. It is shown that these ...
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    Application of Gamma Autoregressive Model to Analysis of Dry Periods 

    Source: Journal of Hydrologic Engineering:;1998:;Volume ( 003 ):;issue: 003
    Author(s): Hikmet Kerem Cigizoglu; M. Bayazit
    Publisher: American Society of Civil Engineers
    Abstract: In water resources projects the determination of the dry period characteristics of rivers is important especially in arid and semiarid regions. Classical run and range analyses are based mainly on the use of the first-order ...
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    Incipient Motion of Coarse Particles on a Slope by Regular or Irregular Waves 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1998:;Volume ( 124 ):;issue: 001
    Author(s): N. Erdem Ünal; M. Bayazit
    Publisher: American Society of Civil Engineers
    Abstract: The initiation of motion of coarse particles in the region of wave breaking is studied. The nondimensional sediment and wave characteristics that are significant in this phenomenon are determined. Experiments are performed ...
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    Discussions and Closure: Incipient Motion of Coarse Particles on a Slope by Regular or Irregular Waves 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1999:;Volume ( 125 ):;issue: 006
    Author(s): Giuseppe R. Tomasicchio; J. W. van der Meer; E. van Hijum; N. Erdem Ünal; M. Bayazit
    Publisher: American Society of Civil Engineers
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