Location: Watershed Physical Processes Research
Title: Rapid assessment of abrupt urban mega-gully and landslide events with structure-from-motion photogrammetric techniques validates link to water resources infrastructure failures in an urban peripheryAuthor
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GUDINO-ELIZONDO, NAPOLEON - Centro De Investigacion Cientifica Y De Educacion Superior De Ensenada |
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BRAND, MATTHEW - University Of Southern California |
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BIGGS, TRENT - San Diego State University |
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HINOJOSA-CORONA, ALEJANDRO - Centro De Investigacion Cientifica Y De Educacion Superior De Ensenada |
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GOMEZ-GUTIERREZ, ALVARO - University Of Extremadura |
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Langendoen, Eddy |
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Bingner, Ronald |
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YUAN, YONGPING - Us Environmental Protection Agency (EPA) |
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SANDERS, BRETT - University Of Southern California |
Submitted to: Natural Hazards and Earth System Sciences
Publication Type: Peer Reviewed Journal Publication Acceptance Date: 1/6/2022 Publication Date: 2/16/2022 Citation: Gudino-Elizondo, N., Brand, M., Biggs, T., Hinojosa-Corona, A., Gomez-Gutierrez, A., Langendoen, E.J., Bingner, R.L., Yuan, Y., Sanders, B. 2022. Rapid assessment of abrupt urban mega-gully and landslide events with structure-from-motion photogrammetric techniques validates link to water resources infrastructure failures in an urban periphery. Natural Hazards and Earth System Sciences. 22(2):523-538. https://doi.org/10.5194/nhess-22-523-2022. DOI: https://doi.org/10.5194/nhess-22-523-2022 Interpretive Summary: Sediment generation due to infrastructure failure such as breaks on water supply networks can result in chronically high soil erosion and sediment production, thus further damage to downstream infrastructure, communities and ecosystems. In developing country contexts, in particular, this erosion and sediment generation process can be frequent and may comprise a significant fraction of the sediment yield. This study used photogrammetry techniques to quantify the volume of sediment generated by a large gully formed along an unpaved road due to infrastructure failure of a storm-water pipeline break following a storm event on December 22, 2016, in the Los Laureles Canyon Watershed (LLCW), a rapidly urbanizing watershed in Tijuana, Mexico. The sediment yield from this gully was 78 times the sediment yield of all other gullies formed on unpaved roads in the same neighborhood . Although the contributing area of this gully was only 0.2% of the watershed, it contributed 57% of the total sediment load at the outlet of LLCW for the storm events that caused the pipeline break, and 9% of the annual sediment load from LLCW. This source of sediment due to infrastructure failure is important to understanding the total sediment budget at the watershed scale and should be a primary consideration in restoration efforts. Technical Abstract: Sediment generation due to infrastructure failure such as breaks on water supply networks can result in chronically high soil erosion and sediment production, thus further damage to downstream infrastructure, communities and ecosystems. In developing country contexts, in particular, this erosion and sediment generation process can be frequent and may comprise a significant fraction of the sediment yield. This study used Structure-from-Motion photogrammetry techniques to quantify the volume of sediment generated by a large gully formed along an unpaved road due to infrastructure failure of a storm-water pipeline break following a storm event on December 22, 2016, in the Los Laureles Canyon Watershed (LLCW), a rapidly urbanizing watershed in Tijuana, Mexico. The sediment yield from this gully (1,606 tons/ha) was 78 times the sediment yield of all other gullies formed on unpaved roads in the same neighborhood (20.5 tons/ha). Although the contributing area of this gully (2.7 ha) was only 0.2% of the watershed that contains it (LLCW, 1,158 ha), it contributed 57% of the total sediment load at the outlet of LLCW for the storm events that caused the pipeline break, and 9% of the annual sediment load from LLCW. We concluded that this source of sediment due to infrastructure failure is important to the total sediment budget at the watershed scale and should be a primary consideration in restoration efforts. |