Tatsuaki Nakato - Publications
Affiliations: | University of Iowa, Iowa City, IA |
Area:
Civil Engineering, Environmental EngineeringYear | Citation | Score | |||
---|---|---|---|---|---|
2005 | Nagata N, Hosoda T, Nakato T, Muramoto Y. Three-Dimensional Numerical Model for Flow and Bed Deformation around River Hydraulic Structures Journal of Hydraulic Engineering. 131: 1074-1087. DOI: 10.1061/(Asce)0733-9429(2005)131:12(1074) | 0.39 | |||
2003 | Ansar M, Nakato T. Closure to “Experimental Study of 3D Pump-Intake Flows with and without Cross Flow” by Matahel Ansar and Tatsuaki Nakato Journal of Hydraulic Engineering. 129: 416-417. DOI: 10.1061/(Asce)0733-9429(2003)129:5(416) | 0.342 | |||
2002 | Ansar M, Nakato T, Constantinescu G. Numerical simulations of inviscid three-dimensional flows at single- and dual-pump intakes Journal of Hydraulic Research. 40: 461-470. DOI: 10.1080/00221680209499888 | 0.398 | |||
2001 | Ansar M, Nakato T. Experimental study of 3D pump-intake flows with and without cross flow Journal of Hydraulic Engineering. 127: 825-834. DOI: 10.1061/(Asce)0733-9429(2001)127:10(825) | 0.385 | |||
2000 | Nakato T. Model Tests of Hydraulic Performance of Pit 6 Dam Stilling Basin Journal of Hydraulic Engineering. 126: 638-652. DOI: 10.1061/(Asce)0733-9429(2000)126:9(638) | 0.339 | |||
1998 | Nakato T, Ogden FL. Sediment control at water intakes along sand-bed rivers Journal of Hydraulic Engineering. 124: 589-596. DOI: 10.1061/(Asce)0733-9429(1998)124:6(589) | 0.418 | |||
1991 | Nakato T, Lavigne TA. Model‐Determined Design Load on Actuator Cover Plate Journal of Hydraulic Engineering. 117: 562-578. DOI: 10.1061/(Asce)0733-9429(1991)117:5(562) | 0.357 | |||
1990 | Nakato T. Tests of Selected Sediment‐Transport Formulas Journal of Hydraulic Engineering. 116: 362-379. DOI: 10.1061/(Asce)0733-9429(1990)116:3(362) | 0.317 | |||
1990 | Nakato T, Kennedy JF, Bauerly D. Pump-Station Intake-Shoaling Control with Submerged Vanes Journal of Hydraulic Engineering. 116: 119-128. DOI: 10.1061/(Asce)0733-9429(1990)116:1(119) | 0.387 | |||
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