Hydraulic Behavior of Progressively Lengthened Mine-Waste Dumps-Reference-Cited by-同舟云学术

Hydraulic Behavior of Progressively Lengthened Mine-Waste Dumps

Published:2020-10 Issue:10 Volume:146 Page:04020068
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Roshanfekr Ali¹^ORCID,Hansen David²^ORCID

Affiliation:

1. Project Engineer, Entech Civil Engineers Inc., 15021 Katy Fwy #500, Houston, TX 77094. ORCID: .

2. Associate Professor, Dept. of Civil and Resource Engineering, Dalhousie Univ., Halifax, NS, Canada B3H 4R2 (corresponding author). ORCID: .

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%29HY.1943-7900.0001800

Reference32 articles.

1. Bari R. 1997. “The hydraulics of buried streams.” Ph.D. thesis Dept. of Civil Engineering Technical Univ. of Nova Scotia.

2. Application of gradually-varied flow algorithms to simulate buried streams

3. Campbell D. B. 1989. “Some observations relative to the performance of flow-through rock drains.” In Proc. 13th Annual B.C. Mine Reclamation Symp. 119–128. Vancouver BC: BiTech.

4. Casagrande L. 1932. “Naeherungsmethoden zur bestimmung von art und menge der sickerung durch geschuettete daemme” [Approximate method for determining the type and amount of protection needed for embankments]. [In German.] Ph.D. thesis Technische Hochschule. Translated by U.S. Corps of Engineers. Vicksburg MS: Waterways Exp. Sta.

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Analytical and HYDRUS solutions for exfiltration through inclined seepage faces;Advances in Water Resources;2023-09

2. Implicit Finite-Volume Scheme to Solve Coupled Saint-Venant and Darcy–Forchheimer Equations for Modeling Flow Through Porous Structures;Water Resources Management;2021-09-19