Treffer: Effects of hydraulically disconnecting consumer pumps in an intermittent water supply

Title:
Effects of hydraulically disconnecting consumer pumps in an intermittent water supply
Contributors:
Massachusetts Institute of Technology. Department of Mechanical Engineering, Massachusetts Institute of Technology. Department of Civil and Environmental Engineering
Source:
Elsevier
Publisher Information:
Elsevier BV
Publication Year:
2021
Collection:
DSpace@MIT (Massachusetts Institute of Technology)
Document Type:
Fachzeitschrift article in journal/newspaper
File Description:
application/pdf
Language:
English
Relation:
Water Research X; https://hdl.handle.net/1721.1/133102; David D.J. Meyer, J. Khari, Andrew J. Whittle, Alexander H. Slocum, Effects of hydraulically disconnecting consumer pumps in an intermittent water supply, Water Research X, Volume 12, 2021
Rights:
Creative Commons Attribution 4.0 International license ; https://creativecommons.org/licenses/by/4.0/
Accession Number:
edsbas.C83343AA
Database:
BASE

Weitere Informationen

We estimate 250 million people receive water using private pumps connected directly to intermittently pressurized distribution networks. Yet no previous studies have quantified the presumed effects of these pumps. In this paper, we investigate the effects of installing pressure-sustaining valves at consumer connections. These valves mimic pump disconnection by restricting flow. Installing these valves during the dry season at 94% of connections in an affluent neighborhood in Delhi, India, cut the prevalence of samples with turbidity > 4 NTU by two thirds. But considering the poor reputation of pumps, installed valves had surprisingly small average effects on turbidity (-8%; p<0.01) and free chlorine (+0.05 mg/L; p<0.001; N = 1,031). These effects were much smaller than the high variability in water quality supplied to both control and valve-installed neighborhoods. Site-specific responses to this variability could have confounded our results. At the study site, installed valves increased network pressure during 88% of the typical supply window; valves had a maximum pressure effect of +0.62 m (95% CI [0.54, 0.71]; a 40% increase vs. control). Further research is needed to generalize beyond our study site. Nevertheless, this paper provides unique evidence showing how the deployed valves mitigated pump effects, increased network pressure and improved water safety.