Journal of Hydraulic Engineering. Vol. 119 No. 7 (1993).

Material type: Continuing resourceContinuing resourcePublication details: New York : American Society of Civil Engineers. [date of publication not identified]Description: p
Contents:
PAPERS OF INTEREST. TECHNICAL PAPERS : Moment Model of Nonuniform Channel-Bend Flow I: Fixed Beds / Keh-Chia Yeh and John F. Kennedy. Moment Model of Nonuniform Channel-Bend Flow II : Erodible Beds / Keh-Chia Yeh and John F. Kennedy. Unique Laminar-Flow Stability Limit Based on Shallow-Water Theory / Cheng-lung Chen. Short-Term Solute Fluctuations in Ground Water: Modeling Implications / Paul F. Hudak. Confined Aquifer Parameters from a Pump Test Near an Impermeable Boundary / Stephen J. Burges. Stochastic Model of Particulate Transport in Porous Medium / Douglas M. Joy, William C. Lennox, and Nicholas Kouwen. TECHNICAL NOTE : Riprap Sizing for ARS-Type Low-Drop Stilling Basins / Derek D. Johns, Steven R. Abt, Chester C. Watson, and Phil G. Combs. DISCUSSION : Assessing Time-Variant Bridge Reliability due to Pier Scour. Peggy A. Johnson and Bilal M. Ayyub / Charles R. Neill and Jeff P. Johnson. Closure by authors. ERRATA.
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It contains of Papers, Technical Note and Discussions on July 1993 in Vol. 119 No. 7.

PAPERS OF INTEREST. TECHNICAL PAPERS : Moment Model of Nonuniform Channel-Bend Flow I: Fixed Beds / Keh-Chia Yeh and John F. Kennedy. Moment Model of Nonuniform Channel-Bend Flow II : Erodible Beds / Keh-Chia Yeh and John F. Kennedy. Unique Laminar-Flow Stability Limit Based on Shallow-Water Theory / Cheng-lung Chen. Short-Term Solute Fluctuations in Ground Water: Modeling Implications / Paul F. Hudak. Confined Aquifer Parameters from a Pump Test Near an Impermeable Boundary / Stephen J. Burges. Stochastic Model of Particulate Transport in Porous Medium / Douglas M. Joy, William C. Lennox, and Nicholas Kouwen. TECHNICAL NOTE : Riprap Sizing for ARS-Type Low-Drop Stilling Basins / Derek D. Johns, Steven R. Abt, Chester C. Watson, and Phil G. Combs. DISCUSSION : Assessing Time-Variant Bridge Reliability due to Pier Scour. Peggy A. Johnson and Bilal M. Ayyub / Charles R. Neill and Jeff P. Johnson. Closure by authors. ERRATA.

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