Discussion of “Effect of Pipe Size and Location on Water-Main Head Loss in Water Distribution Systems” by Saeed Hashemi, Yves Filion, Vanessa Speight, and Andrew Long
Author:
Affiliation:
1. Assistant Professor, Dept. of Civil and Construction Engineering, Brigham Young Univ., 430 EB, Provo, UT 84602; Water Resources Engineer, Hansen, Allen & Luce, Inc., 859 W. South Jordan Pkwy. Ste. 200, South Jordan, UT 84095.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Management, Monitoring, Policy and Law,Water Science and Technology,Geography, Planning and Development,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29WR.1943-5452.0001458
Reference21 articles.
1. Fast Pump Scheduling Method for Optimum Energy Cost and Water Quality in Water Distribution Networks with Fixed and Variable Speed Pumps
2. AWWA (American Water Works Association). 2016. Energy management for water utilities. Denver: AWWA.
3. Energy Audit of Water Networks
4. Limitations and Proper Use of the Hazen-Williams Equation
5. Energy and Costs of Leaky Pipes: Toward Comprehensive Picture
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