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    Discussion of “<i>Modeling of River Channel Changes</i>” by Howard H. Chang (February, 1984, Vol. 110, No. 2) 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 002
    Author(s): Tatsuaki Nakato
    Publisher: American Society of Civil Engineers
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    Numerical Integration of Einstein's Integrals, I1 and I2 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 012
    Author(s): Tatsuaki Nakato
    Publisher: American Society of Civil Engineers
    Abstract: Einstein's bed load function for computing total load discharge per unit width requires computation of Einstein's integrals I
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    Tests of Selected Sediment‐Transport Formulas 

    Source: Journal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 003
    Author(s): Tatsuaki Nakato
    Publisher: American Society of Civil Engineers
    Abstract: Eleven existing, sediment‐transport formulas were tested against the field data measured at two United States Geological Survey (USGS) gauging stations along the Sacramento River in California, whose bed‐material sizes are ...
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    Closure to “<i>Test of Selected Sediment‐Transport Formulas</i>” by Tatsuaki Nakato (March, 1990, Vol. 116, No. 3) 

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 009
    Author(s): Tatsuaki Nakato
    Publisher: American Society of Civil Engineers
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    Model Tests of Hydraulic Performance of Pit 6 Dam Stilling Basin 

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 009
    Author(s): Tatsuaki Nakato
    Publisher: American Society of Civil Engineers
    Abstract: Pit 6 Dam, located on the Pit River in northern California, was constructed by Pacific Gas and Electric Company in San Francisco in 1965 for hydroelectric power generation. The gross head of the hydroelectric installation ...
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    Closure to “Experimental Study of 3D Pump-Intake Flows with and without Cross Flow” by Matahel Ansar and Tatsuaki Nakato 

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 005
    Author(s): Matahel Ansar; Tatsuaki Nakato
    Publisher: American Society of Civil Engineers
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    Experimental Study of 3D Pump-Intake Flows with and without Cross Flow 

    Source: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 010
    Author(s): Matahel Ansar; Tatsuaki Nakato
    Publisher: American Society of Civil Engineers
    Abstract: Detailed measurements of three-dimensional turbulent flows within a rectangular single-pump bay area of a right-angle water intake model with and without cross flow were obtained using an acoustic Doppler velocimeter (ADV) ...
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    Model‐Determined Design Load on Actuator Cover Plate 

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 005
    Author(s): Tatsuaki Nakato; Thomas A. Lavigne
    Publisher: American Society of Civil Engineers
    Abstract: A 1:16‐scale hydraulic model of the actuator cover‐plate assembly of the Dwight D. Eisenhower Lock ice‐flushing system in the St. Lawrence River, operated by St. Lawrence Seaway Development Corporation, U.S. Department of ...
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    Sediment Control at Water Intakes along Sand-Bed Rivers 

    Source: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 006
    Author(s): Tatsuaki Nakato; Fred L. Ogden
    Publisher: American Society of Civil Engineers
    Abstract: Results from five physical hydraulic model studies of riverside water intakes situated along the Missouri River reach between Sioux City, Iowa, and St. Louis, Missouri, are presented. Movable-bed, undistorted Froude-scale ...
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    Pump‐Station Intake‐Shoaling Control with Submerged Vanes 

    Source: Journal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 001
    Author(s): Tatsuaki Nakato; John F. Kennedy; Donn Bauerly
    Publisher: American Society of Civil Engineers
    Abstract: The circulating water‐pump intake at Iowa Power's Council Bluffs Power Station Unit 3, located along the left concave bank of the Missouri River near Council Bluffs, Iowa, has suffered from chronic fine‐sand shoaling ...
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