Stream channel erosion in a rapidly urbanizing region of the US-Mexico border: documenting the importance of channel hardpoints with Structure-from-Motion photogrammetry

被引:18
|
作者
Taniguchi, Kristine T. [1 ]
Biggs, Trent W. [1 ]
Langendoen, Eddy J. [2 ]
Castillo, Carlos [3 ]
Gudino-Elizondo, Napoleon [4 ]
Yuan, Yongping [5 ]
Liden, Douglas [6 ]
机构
[1] San Diego State Univ, Dept Geog, 5500 Campanile Dr, San Diego, CA 92182 USA
[2] ARS, Natl Sedimentat Lab, USDA, Oxford, MS 38655 USA
[3] Univ Cordoba, Dept Rural Engn, Campus Rabanales,Leonardo Da Vinci Bldg, E-14071 Cordoba, Spain
[4] CICESE, Carretera Ensenada Tijuana 3918, Ensenada 22860, Baja California, Mexico
[5] US EPA, Off Res & Dev, Res Triangle Pk, NC 27711 USA
[6] US EPA, San Diego Border Liaison Off, 610 West Ash St,Suite 905, San Diego, CA 92101 USA
关键词
channel enlargement; urbanization; hardpoints; Structure-from-Motion; RIVER-BASIN; PHOTO-RECONSTRUCTION; SCOUR DOWNSTREAM; SYSTEMATIC-ERROR; MANAGEMENT; VEGETATION; GEOMETRY; MODELS; UAV; URBANIZATION;
D O I
10.1002/esp.4331
中图分类号
P9 [自然地理学];
学科分类号
0705 ; 070501 ;
摘要
Urbanization can lead to accelerated stream channel erosion, especially in areas experiencing rapid population growth, unregulated urban development on erodible soils, and variable enforcement of environmental regulations. A combination of field surveys and Structure-from-Motion (SfM) photogrammetry techniques was used to document spatial patterns in stream channel geometry in a rapidly urbanizing watershed, Los Laureles Canyon (LLCW), in Tijuana, Mexico. Ground-based SfM photogrammetry was used to map channel dimensions with 1 to 2cm vertical mean error for four stream reaches (100-300m long) that were highly variable and difficult to survey with a differential GPS. Regional channel geometry curves for LLCW had statistically larger slopes and intercepts compared with regional curves developed for comparable, undisturbed reference channels. Cross-sectional areas of channels downstream of hardpoints, such as concrete reaches or culverts, were up to 64 times greater than reference channels, with enlargement persisting, in some cases, up to 230m downstream. Percentage impervious cover was not a good predictor of channel enlargement. Proximity to upstream hardpoint, and lack of riparian and bank vegetation paired with highly erodible bed and bank materials may account for the instability of the highly enlarged and unstable cross-sections. Channel erosion due to urbanization accounts for approximately 25-40% of the total sediment budget for the watershed, and channel erosion downstream of hardpoints accounts for one-third of all channel erosion. Channels downstream of hardpoints should be stabilized to prevent increased inputs of sediment to the Tijuana Estuary and local hazards near the structures, especially in areas with urban settlements near the stream channel. Copyright (c) 2017 John Wiley & Sons, Ltd.
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页码:1465 / 1477
页数:13
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