Journal of Hydraulic Engineering. Vol. 120 No. 4 (1994).

Material type: Continuing resourceContinuing resourcePublication details: New York : American Society of Civil Engineers. [date of publication not identified]Description: p
Contents:
TECHNICAL PAPERS : Determination of Watershed Features for Surface Runoff Models / N. K. Garg and D. J. Sen. Prediction of Land Subsidence due to Ground-Water Use in Snow Country / Kazumasa Mizumura. Modeling Unsteady Open-Channel Flows-Modification to Beam and Warming Scheme / Akhilesh Kumar Jha, Juichiro Akiyama, and Masaru Ura. Improved Interpretation of Hvorslev Tests / Z. Demir and T. N. Narasimhan. Instantaneous-Unit Sediment Graph / N. S. Raghuwanshi, R. A. Rastogi, and Santosh Kumar. Countercurrent Jet Device / Willi H. Hager. DISCUSSIONS : Riprap Criteria below Pipe Outlet. Mahmood Shafai-Bajestan and Maurice L. Albertson / Fred W. Blaisdell. Bridge Pier Scour with Debris Accumulation. Bruce W. Melville and D. M. Dongol / Prabhata K. Swamee. Closure by authors. Motion of Contact-Load Particles at High Shear Stresses. Fidelia Nnadi and Kenneth C. Wilson / Raul Pacheco-Ceballos. Closure by authors. ERRATA.
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It contains of Papers, Discussion on April 1994 in Vol. 120 No. 4.

TECHNICAL PAPERS : Determination of Watershed Features for Surface Runoff Models / N. K. Garg and D. J. Sen. Prediction of Land Subsidence due to Ground-Water Use in Snow Country / Kazumasa Mizumura. Modeling Unsteady Open-Channel Flows-Modification to Beam and Warming Scheme / Akhilesh Kumar Jha, Juichiro Akiyama, and Masaru Ura. Improved Interpretation of Hvorslev Tests / Z. Demir and T. N. Narasimhan. Instantaneous-Unit Sediment Graph / N. S. Raghuwanshi, R. A. Rastogi, and Santosh Kumar. Countercurrent Jet Device / Willi H. Hager. DISCUSSIONS : Riprap Criteria below Pipe Outlet. Mahmood Shafai-Bajestan and Maurice L. Albertson / Fred W. Blaisdell. Bridge Pier Scour with Debris Accumulation. Bruce W. Melville and D. M. Dongol / Prabhata K. Swamee. Closure by authors. Motion of Contact-Load Particles at High Shear Stresses. Fidelia Nnadi and Kenneth C. Wilson / Raul Pacheco-Ceballos. Closure by authors. ERRATA.

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