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    Resistance to Flow in Steep Rough Streams 

    Source: Journal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 011
    Author(s): Julián Aguirre‐Pe; Ramón Fuentes
    Publisher: American Society of Civil Engineers
    Abstract: A theory of resistance to flow in steep, rough streams is developed that takes into account the existence of a highly turbulent wake zone near the bed of a very rough boundary. Two zones are identified in the flow field. ...
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    Discussion of “<i>Routing: Debris Flows with Particle Segregation</i>” by Tamotsu Takahashi, Hajime Nakagawa, Tatsuo Harada, and Yousuke Yamashiki (November, 1992, Vol. 118, No. 11) 

    Source: Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 005
    Author(s): Julián Aguirre‐Pe; Samuel Quisca
    Publisher: American Society of Civil Engineers
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    Closure to “Scour Below Pipeline in River Crossings” by Alix T. Moncada‐M. and Julian Aguirre‐Pe 

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 010
    Author(s): Alix T. Moncada‐M.; Julian Aguirre‐Pe
    Publisher: American Society of Civil Engineers
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    Scour below Pipeline in River Crossings 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 009
    Author(s): Alix T. Moncada-M.; Julián Aguirre-Pe
    Publisher: American Society of Civil Engineers
    Abstract: An experimental research on the scour produced under a pipe exposed to a stream is reported. Experiments were performed in a rectangular laboratory channel whose bed was composed of loose granular particles of two different ...
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    Particle Densimetric Froude Number for Estimating Sediment Transport 

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 006
    Author(s): Julián Aguirre-Pe; Marı´a L. Olivero; Alix T. Moncada
    Publisher: American Society of Civil Engineers
    Abstract: It has been established that for ratios of flow depth to bed particle diameter less than ten (flow on very rough boundaries) neither the Reynolds number of the solid loose particles at a stream bed nor the Shields parameter ...
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    Discussion of “<i>Flow Resistance of Riprap</i>” by Stephen T. Maynord (June, 1991, Vol. 117, No. 6) 

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 006
    Author(s): Julián Aguirre‐Pe; Ramón Fuentes; Maria L. Olivero
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Drag Coefficient and Fall Velocity of Nonspherical Particles</i>” by Prabhata K. Swamee and Chandra Shekhar P. Ojha (May, 1991, Vol. 117, No. 5) 

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 011
    Author(s): Ramón Fuentes; Mary L. Alonso; Julián Aguirre‐Pe
    Publisher: American Society of Civil Engineers
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    Scour below Pipeline in River Crossing 

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 010
    Author(s): Masoud Ghodsian; Alix T. Moncada-M.; Julian Aguirre-Pe
    Publisher: American Society of Civil Engineers
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    Discussion and Closure: Newtonian Fluid Mechanics Treatment of Debris Flows and Avalanches 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 006
    Author(s): Samuel Quisca A.; Julian Aguirre-Pe; Florencio P. Plachco; Bruce Hunt
    Publisher: American Society of Civil Engineers
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