Rigid Versus Variable Energy Sources in Water-Pressurized Systems: An Economic and Environmental Analysis

被引:0
作者
Elena Gómez Sellés
Andrei Briones-Hidrovo
Roberto del Teso March
Francisco Javier Uche Marcuello
Enrique Cabrera Marcet
机构
[1] Universitat Politècnica de València,Grupo de Ingeniería Y Tecnología del Agua (ITA)
[2] CIRCE,Research Centre for Energy Resources and Consumption
[3] University of Zaragoza,undefined
来源
Water Resources Management | 2021年 / 35卷
关键词
Water distribution systems; Energy efficiency; Water tank; Life cycle cost;
D O I
暂无
中图分类号
学科分类号
摘要
The layouts of most urban water systems are known. A head tank with an appropriate elevation is used to supply water through the network at a pressure equal (or higher) to that set by the relevant standards. Furthermore, equalization, fire and emergency storage are important benefits of tank use, as is the possibility of avoiding peak rate electricity fares. However, at the end of the last century, some tanks were reported to have a negative impact the quality of water, and recommendations were made to limit their volume and revise their geometry. Recently, alternative options have been considered. Equalization can be achieved with pumps with variable-frequency drivers, emergency situations can be avoided with electric oil generators and solar plants can be used to offset other generation types and reduce energy costs. Therefore, this article analyses the performance of tanks as an energy source, and tank and pump supply methods are directly compared; overall, direct supply through pumps is cheaper, more energy efficient and more environmentally convenient. Therefore, in the context of climate change, it seems reasonable to avoid water tanks as energy sources.
引用
收藏
页码:3203 / 3220
页数:17
相关论文
共 40 条
[1]  
Cabrera E(2019)Eco-layouts in water distribution networks J Water Resour Plann Manage 145 04018088-821
[2]  
Gómez E(1996)Mixing in distribution system storage tanks: Its effect on water quality J Environ Eng 122 814-1097
[3]  
Soriano J(2015)Direct and indirect water supply: An energy assessment Proc Eng 119 1088-1130
[4]  
del Teso R(2016)Integrated Structural Analysis and Life Cycle Assessment of Equivalent Trench-Pipe Systems for Sewerage Water Resour Manage 2016 1117-343
[5]  
Clark RM(2006)Life Cycle Energy Assessment of Alternative Water Supply Systems (9 pp) The International Journal of Life Cycle Assessment 11 335-537
[6]  
Abdesaken F(2005)Life Cycle Assessment of Water Recycling Technology Water Resour Manage 19 521-291
[7]  
Boulos PF(2013)Life cycle analysis of urban water cycle in two Spanish areas: inland city and island area Desalination Water Treat 51 280-704
[8]  
Mau RE(2014)Planning-level capital cost estimates for pumping Life Cycle Assessment of the Supply and Use of Water in the Segura Basin Int J Life Cycle Assess 19 688-1230
[9]  
Gómez E(2012)The ecoinvent database version 3 ( part I ): overview and methodology J Water Resources Planning and Management 3 1218-undefined
[10]  
Cabrera E(2016)undefined Int J Life Cycle Assess undefined undefined-undefined