Critical Suction Line Replacement for the LADWP—Design, Construction, and Lessons Learned

Four leaks occurred within 3 months during the summer of 2017 within 235 ft of an 80-year-old, 40-in. welded steel suction line feeding the historic Fletcher Pump Station (PS). The suction line was described as significantly deteriorated when observed during the leak repairs, propelling its replacement up the LADWP priority list. The design to replace the existing line with a 48-in. welded steel pipeline became a top priority, with construction scheduled for the following year. Finding a corridor on short notice was challenging, and traditional design, fabrication, and installation methods had to be adjusted to fit within the aggressive schedule. LADWP designed pipeline lay-sheets in-house, started the pipe procurement before completing design, and coordinated with local impacted businesses within the year. Without time to relocate the congested substructures within the street, the design team devised a creative alignment within the sidewalk and nearby properties. With the Fletcher PS unable to be shutdown longer than 2 months, removing and replacing in place the entire existing suction line were not an option.

Authors

Institutions

Publication Details

Published
2024-08-30
DOI
https://doi.org/10.1061/9780784485569.001
Primary Topic
Geotechnical Engineering and Underground Structures
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Critical Suction Line Replacement for the LADWP—Design, Construction, and Lessons Learned

Vlad D. Scutelnicu, Todd P. Le, Max D. Jansen
Geotechnical Engineering and Underground Structures
article

Critical Suction Line Replacement for the LADWP—Design, Construction, and Lessons Learned

Vlad D. Scutelnicu, Todd P. Le, Max D. Jansen
article en

Abstract

Four leaks occurred within 3 months during the summer of 2017 within 235 ft of an 80-year-old, 40-in. welded steel suction line feeding the historic Fletcher Pump Station (PS). The suction line was described as significantly deteriorated when observed during the leak repairs, propelling its replacement up the LADWP priority list. The design to replace the existing line with a 48-in. welded steel pipeline became a top priority, with construction scheduled for the following year. Finding a corridor on short notice was challenging, and traditional design, fabrication, and installation methods had to be adjusted to fit within the aggressive schedule. LADWP designed pipeline lay-sheets in-house, started the pipe procurement before completing design, and coordinated with local impacted businesses within the year. Without time to relocate the congested substructures within the street, the design team devised a creative alignment within the sidewalk and nearby properties. With the Fletcher PS unable to be shutdown longer than 2 months, removing and replacing in place the entire existing suction line were not an option.

Water and Power Development Authority (PK)
Openalex Percentile: Top 84%
Geotechnical Engineering and Underground Structures
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.