Critical Flow Velocity in Slurry Transporting Horizontal Pipelines
Author:
Affiliation:
1. PhD, Hydr. Lab., Tech. Res. and Quality Control Dept., State Hydr. Works, Yücetepe, Ankara, 06100, Turkey.
2. Prof., Hydr. Lab., Dept. of Civ. Engrg., Middle East Tech. Univ., Ankara, 06531, Turkey.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9429%282001%29127%3A9%28763%29
Reference27 articles.
1. ASCE. ( 1975). Sedimentation engineering Manuals and reports on engineering practice No. 54 V. A. Vanoni ed.
2. Avcı I. ( 1981). “Experimentally determination of critical flow velocity in sediment carrying pipeline systems.” Tech. Rep. Technical University Istanbul Turkey (in Turkish).
3. Babcock H. A. ( 1971). “Heterogeneous flow of heterogeneous solids.” Paper 8 Advances in solid-liquid flow in pipes and applications I. Zandin ed. Pergamon New York 125–148.
4. Simplified Settling Velocity Formula for Sediment Particle
5. Effect of Concentration on Settling Velocity of Sediment Particles
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