RESULTS OF TECHNOLOGY TESTING FOR REPAIRING CANAL CONCRETE COATING

Purpose: to substantiate the efficiency of the technology for repairing concrete canal linings with bitumen-based polymer materials for reducing crack water permeability. Materials and methods. A laboratory facility to simulate the process of filtration through damaged concrete linings, including the pressure regime in the canals and the flow interaction with the soil base was used. Scaling relationships for linear dimensions, filtration rate, porosity coefficient and other parameters taking into account the similarity theory application, which allows simulating natural processes under laboratory conditions, were determined. Results and discussion. Based on the results of the field surveys of the canal section, lining damage was revealed: cracks up to 0.1 m wide, destroyed joints and peeling concrete, which led to water losses 9 times exceeding the norm of 7–10 l/(day m²). Such technical condition resulted not only in significant losses of water resources, but also in a decrease in the overall efficiency of the irrigation system. The use of the polymer material "liquid rubber" for the current repair of the concrete lining of the 10-X-4 canal has proven its high efficiency. After treating the damaged areas (cracks and expansion joints), filtration losses were reduced to acceptable values. Conclusions. The field studies of irrigation canals made it possible to identify various defects in the structures of concrete linings: cracks, destroyed expansion and temperature joints, and concrete corrosion. Based on the results of the calculations, it was determined that such defects lead to filtration losses of up to 40 %, with about 65 % of the canals requiring reconstruction. Laboratory tests confirmed significant filtration (even in the presence of concrete and concrete film linings), especially in areas of variable water levels on the canals. To restore the waterproofing properties of partially destroyed concrete coatings, a repair technology using the polymer material “liquid rubber” has been successfully tested. Pilot testing on the 10-X-4 canal section showed a reduction in filtration losses from 90 to 7–10 l/(day m²).

Authors

Publication Details

Journal
Land Reclamation and Hydraulic Engineering
Published
2025-01-01
DOI
https://doi.org/10.31774/2712-9357-2025-15-3-342-361
Primary Topic
Engineering Technology and Methodologies
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

RESULTS OF TECHNOLOGY TESTING FOR REPAIRING CANAL CONCRETE COATING

Oleg A. Baev, A. Yu. Garbuz
Land Reclamation and Hydraulic Engineering
Engineering Technology and Methodologies
article

RESULTS OF TECHNOLOGY TESTING FOR REPAIRING CANAL CONCRETE COATING

Oleg A. Baev, A. Yu. Garbuz
article en

Abstract

Purpose: to substantiate the efficiency of the technology for repairing concrete canal linings with bitumen-based polymer materials for reducing crack water permeability. Materials and methods. A laboratory facility to simulate the process of filtration through damaged concrete linings, including the pressure regime in the canals and the flow interaction with the soil base was used. Scaling relationships for linear dimensions, filtration rate, porosity coefficient and other parameters taking into account the similarity theory application, which allows simulating natural processes under laboratory conditions, were determined. Results and discussion. Based on the results of the field surveys of the canal section, lining damage was revealed: cracks up to 0.1 m wide, destroyed joints and peeling concrete, which led to water losses 9 times exceeding the norm of 7–10 l/(day m²). Such technical condition resulted not only in significant losses of water resources, but also in a decrease in the overall efficiency of the irrigation system. The use of the polymer material "liquid rubber" for the current repair of the concrete lining of the 10-X-4 canal has proven its high efficiency. After treating the damaged areas (cracks and expansion joints), filtration losses were reduced to acceptable values. Conclusions. The field studies of irrigation canals made it possible to identify various defects in the structures of concrete linings: cracks, destroyed expansion and temperature joints, and concrete corrosion. Based on the results of the calculations, it was determined that such defects lead to filtration losses of up to 40 %, with about 65 % of the canals requiring reconstruction. Laboratory tests confirmed significant filtration (even in the presence of concrete and concrete film linings), especially in areas of variable water levels on the canals. To restore the waterproofing properties of partially destroyed concrete coatings, a repair technology using the polymer material “liquid rubber” has been successfully tested. Pilot testing on the 10-X-4 canal section showed a reduction in filtration losses from 90 to 7–10 l/(day m²).

Land Reclamation and Hydraulic EngineeringVol. 15(3)
Openalex Percentile: Top 62%
Engineering Technology and Methodologies
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.